HomeMy WebLinkAboutConstruction Testing and Inspection Services
Augusta Richmond GA
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DOCUMENT NAME: CO /Ol)"RLlCTION ~SI'^'J .4",a:=Lv g pe;cl7oN S. oR\! ICe S
DOCUMENT TYPE: PA.Op Cl) Soli C,
YEAR: '1 q C, C?
BOX NUMBER: to
FILE NUMBER: I L\ D 4> 0
NUMBER OF PAGES: \ I
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Cranston, Robertson & Whitehurst, P. C.
~NGlNEnRS PLANNERS stmVEYnl{~
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J.;AX COVER SHEET
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IMTli: N"vl:l1ll'll.l1' 2. J9YH
TO (COMJ)ANY): RecreaTion and Parks Dl:J)artmcm
ATTN: Ron lilluck
PAGH I OJ; 7
FAX NO: 796 4()l)lJ
}'kOM: I)cllllis Welch
PROJECT NO: 96(1)R
"Itoj neT NAMl.!: SOllth AUIW~la Re<:l'f,llion Cmllnh:}\
COMMENTS:
Ct1py of QUOlC I'u/' cunslruclion sel'vlces fr'om Atlanta Tesling.
^1'tcr comparing these pl'ices ((1 Graves and CSRA's prh.:es, we recommend Graves Testing
rill' Ihe constJ'u~lll)lIll,!sting service~q 011 the South Augusta Recreation Complex.
ClWI HS '1'0
Cl'I\l1StOJl, KobCll'lsoll & Whltehlll'Sl, r.c:.
ny: ""t).A . ~ .1J.J.c.. '" ., ._. ,,_
DCJllli~ j, Welch, P.h.
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. GRAVES
ENGINEERING SERVICES, INC.
1220 'vV. Wheeler Parkway
Suite F
Augusta, GA 30909
(706) 651-9922
September 14, 1998
Augusta-Richmond County
clo Cranston, Robertson & Whitehurst, P.c.
452 Ellis Street
P.O. Drawer 2546
Augusta, Georgia 30903
A ITENT! ON:
Mr. Dennis 1. Welch, P.E.
SUBJECT:
Proposal for Construction Testing and Inspection Services
South Augusta Recreation Complex
Augusta, Georgia
Graves Engineering Proposal No. P-98275
Gentlemen:
Graves Engineering Services, Inc. is pleased to submit this proposal to provide construction testing and
inspection services for the subject project. Based on our conversations, the project is to involve the
construction of the South Augusta Recreation Complex to be located off of Willis Foreman Road in
Augusta, Georgia. The project consists primarily of site grading and the construction of several small
structures. .
Based on our conversations, we anticipate that the construction testing services will primarily consist of
field and laboratory soils (compaction) and concrete testing. In addition, we anticipate that the inspection
services may consist of footing inspections and inspection of proofrolling operations.
Graves Engineering Services will provide experienced field engineering technicians to perform field and
laboratory testing and quality assurance inspection in accordance with the project specifications. Graves
Engineering Service's laboratory is conveniently located in Augusta near the intersection of Bobby Jones
and 1-20 and is authorized to operate in the state of Georgia. All testing activities comply with applicable
ASTM and industry standards and our field engineering technicians have the proper training and
certifications. A registered professional engineer in the state of Georgia is on staff to revie\v all services
provided. Graves Engineering meets the requirements of ASTM E-329 and is a member in good standing
with the American Council of Independent Laboratories. We also participate in the AASHTO Reference
Testing program.
-' ,. '~
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Augusta-Richmond County . .
c/o Cranston, Robertson & Whitehurst, P.c.
September 14, 1998
- Page 2 -
Compensation for the above anticipated scope of services will be based on the unit rates in the fee schedule
contained in the appendix. Please note that all equipment costs( except nuclear density gauge) are
incorporated into the engineering technician unit rate. In addition, engineering report review costs for
concrete testing services have also been incorporated into individual testing unit rate unless otherwise
specified. The above approach is proposed to reduce the need for extensive review of submitted invoices.
We will proceed with the work on the basis of your verbal authorization and can mobilize within one day
of notice to proceed. Please sign and return one copy of this proposal as it will serve as a contract for the
work. Please note that the attached general terms and conditions will apply to this contract.
We appreciate the opportunity to offer our professional services for the project. If you have any questions
concerning this proposal or wish to have further discussions, please contact us at (706) 651-9922.
Respectfully Submitted,
GRA VES ENGINEERING SERVICES, INC...
I/~
Richard W. Swanson, P.E.
Principal Engineer / Vice President
Georgia Registration No. 22223
"'" .
Attachments: Unit Rate Fee Schedule
General Terms and Conditions
Proposal Accepted By:
11-17~tf~
Date
l.
')
3.
4.
5.
UNIT RATE FEE SCHEDULE
Proposal for Construction Testing and Inspection Services
for
The South Augusta Recreation Complex
Augusta, Georgia
Graves Proposal No. P-98275
Engineering Services (Services for limited report review and field consultation)
l.
2.
3.
Principal Engineer/Principal Geologist, per hour
Project Manager, per hour
Mileage, per mile
$ 65.00
$ 50.00
$ 0.00
Field Testing Services (Services for field concrete, asphalt and soils testing)
Engineering Technician, per hour
Senior Engineering Technician for Bolt Tension/Welding Inspection, per hour
Mileage, per mile .
Asphalt/Concrete Coring Equipment Rental (if required), per day
Nuclear Density Gauge, per hour.
$ 20.00
$ 28.00
$ 0.00
$170.00
$ 5.00
Laboratory Testing Services
l.
')
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
IS.
16.
17.
Sieve Analvsis, Washed, all ASTM sieves, each
Sieve Analysis, Washed, percent passing # 200 sieve only, each
Sieve Analysis, Unwashed, all ASTM sieves, each
Hydrometer Analysis(% clay content), each
Atterberg Limits (ASTM D-4318), each
Standard Proctor (ASTM D-698),-each
Modified Proctor (ASTM D-1557), each
Moisture Content, each
CBR Test (ASTM D-1833), each
Specific Gravity (ASTM D-427),each
Concrete Compressive Strength Testing, each cylinder
Concrete Strength Testing(includes all reports and P.E. review), each set of 4
Concrete Mix Design Veri fication, each
Absorption(ASTM C-642) , each
Asphalt Extraction and Gradation(ASTM D-2172), each
Asphalt Density Test (ASTM D-1188),each
Grout Cube Strength Testing(includes all reports and P.E. review), each set of 3
$ 42.00
$ 22.00
$ 32.00
$ 38.00
$ 45.00
$ 80.00
$ 85.00
$ 15.00
$250.00
$ 35.00
$ 8.50
$ 39.00
$300.00
$ 30.00
$130.00
$ 30.00
$ 32.50
Note: Overtime will be charged at 1.5 times the regular hourly rates and is considered to be any time
expended over 8 hours per day and for work completed during weekends and holidays. A minimum
charge of 2 hours per site visit will apply. Invoices will be submitted once a month. Payment terms
are net 30 days. Interest will accrue at the rate of 1.5 percent per month after 30 days.
mNERAL TERMS AND COND ONS
1. SERVICES TO BE PROVIDED. Graves EngineeringServices, Inc. (Graves), is an
independent consultant and agrees to provide Client, for its sole benefit and exclusive use, consulting
services set forth in our proposal. .
2. PAYMENT TERMS. Client agrees to pay our invoice upon receipt. If payment is not received
within 30 days from the invoice date, Client agrees to pay a service charge on the past due amount at the
prevailing legal rate, including reasonable attorney's fees if collected through an attorney, and Graves
reserves the right to suspend all work until payment is received. No deduction shall be made from our
invoice on account of liquidated damages or other sums withheld from payments to contractors or others.
Either party may terminate this Agreement without cause upon 30 days written notice. In the event Client
requests termination prior to completion of the proposed services, Client agrees to pay Graves for all costs
incurred plus reasonable charges associated with termination of the work.
3. STANDARD OF CARE. Graves will perform its services using that degree of care and skill
ordinarily exercised under similar conditions by reputable members of our profession practicing in the
same or similar locality. No other warranty, express or implied, is made or intended by our proposal or
by our oral or written reports.
4. INSURANCE. Graves maint:lins insurance coverage as follows:
(a) Worker's Compensation Insurance - statutory.
(b) Employer's Liability Insurance - $500,000.
(c) Commercial General Liability Insurance - $2,000,000
(d) Automobile Liabilitv Insuran"ce - $1,000,000
(e) Excess Umbrella - $5,000,000
Client agrees that Grave's liabilty to client or any third party will be limited to $ 50,000, or our fee,
\vhichever is greater. Higher limits of professional liability are available for an additional consideration of
ten percent of our toatal fee. Please request the additional liability insurance in \\!fiting.
5. SITE OPERA TI ONS. Client will arrange for right-of-entry to the property for the purpose of
performing studies, tests and evaluations pursuant to the agreed services. Client represents that it
possesses necessary permits and licenses required for its activities at the site.
Grave's field personnel arc trained to initiate field testing, drilling and/or sampling within a reasonable
distance of each designated location. Our field personnel will avoid hazards or utilities which are visible to
them at the si te. If we are advised or gi ven data in wri ting that reveals the presence or potential presence of
underground or overground obstructions, such as utilities, we will give special instructions to our field
personnel. Graves is not responsible for any damage or loss due to undisclosed or unknown surface or
subsurface conditions, owned by Client or third p:.mies. Except as such damage or loss is a result of our
sole negligence, Client agrees to indemnify us from any such claims, suits or losses, including reasonable
attorney's fees, resulting therefrom.
We will take reasonable precautions to minimize damage to the property caused by our operations. Unless
otherwise stated in our proposal, our fee does not include cost of restoration due to any related damage
which may result. Field tests or boring lpcationsdescribed in our report or shown on sketches are based
on spcciric information furnished by others or estimates made in the field by our personnel. Such
dimensions, depths or elevations should be considered as approximations unless otherwise stated in our
proposal or report.
Page I
I -.
6. FIELD REPRE5. iT A TIVE. The presence of our fiel . crsonnel, either full-time or part-
time, may be for the purpose of providing project administration, assessment, observation and/or field
testing of specific aspects of the project as authorized by Client. Should a contractor(s) not retained by us
be involved in the project, Client will advise contractor(s) that our services do not include supervision or
direction of the actual work of the contractor(s), his employees or agents. Client will also inform
contractor that the presence of our filed representative for project administration, assessment, observation
or testing will not relieve the contractor of his responsibilities for performing the work in accordance with
the plans and specifications.
If the contractor (not the subcontractor of Graves) is involved in the project, Client agrees, in accordance
with generally accepted construction practices, that the contractor will be solely and completely responsible
for working conditions on the jobsite, including safety of all persons and property during performance of
the \'vork, and compliance with OSHA regulations. These requirements will apply continuously and will
not be limited to normal working hours. It is agreed that Graves will not be responsible for job or site
safety on the project, other than for our employees and subcontractors, and that we do not have the duty or
right to stop the work of the contractor.
7. UNFORESEEN CONDITIONS OR OCCURRENCES. It is possible that unforeseen
conditions or occurrences mav be encountered which could substantiallv al ter the necessarv services or the
risks involved in completing our services. If this occurs, we will promptly notify and con"sult \vith Client,
but will act based on our sole judgment \vhere risk to our personnel is involved. Possible actions could
ine! ude:
(a) Complete the original Scope of Services in accordance \vith the procedures originally
intended in our Proposal, if practicable in our judgement; .
(b) Agree \vith Client to modify the Scope of Services and the estimate of charges to include
studv of the unforeseen conditions or occurrences, \vith such revision a~reed to in \Vritin~;
(c) Terminate the services effective on the date specified by us in.\vriting. ~ ~
8. SAMPLE DISPOSAL. Test specimens or samples generally are consumed or substantially
altered during testing and are disposed of immediately upon completion of tests. Drilling samples and other
specimens are disposed of 30 days after submission of our report.
a. NON-HAZARDOUS SAMPLES. At Client's written request, Graves will retain
preservable test specimens or the residue therefrom for 30 days after submission of our report free of
storage charges. After the initial 30 days and upon wri tten request, we \vill retain test specimens or
samples for a mutually acceptable storage charge and period of time. Client agrees that \\le are not
responsible or liable for any loss of test specimens or samples retained in storage.
b. HAZARDOUS OR POTENTIALLY HAZARDOUS SAMPLES. In the event that test
samples contain constituents deemed hazardous by federal, state or leea! regulations, Graves will: 1) return
such samples to Client; or, 2) using a manifest signed by Client as generator and at additional cost, have
such samples transported to a location selected by Client for proper final disposal. Client agrees to pay all
costs associated with the storage, transport, and disposal of samples. Client recognizes and agrees that
Graves is acting as a bailee and at no time assumes title to said materials.
9. CLIENT DISCLOS URE. Client agrees to advise Graves upon execution of this Agreement of
any hazardous substance or any condition, knmvn or that reasonable should be kn'own by Client, existing
in, on, or near the site that present a potent~al danger to human health, the environment, or equipment.
Client agrees to provide continuing infonn::ltion as it becomes aV::lilable to the Client in the future. By virtuc
or entering into this control of or responsibility for the site or the person in charge of the site, or undcrtake
responsibility for reporting to any federal, statc or local public agencies any conditions at the site that may
prcsent a potential danger to public health, safety or the environment. Client agrces under advice of Client
counsel to notify the appropriate federal, state or leeal public agencies as required by law, or othef\vise to
disclose, in a timely manner, any inrormation th::lt may be necessary toprevent damage to human health,
safety, or the environment. .
Page 2
10. CLAIMS. The parties agree to attempt to resolve any dispute without resort to litigation.
However, in the event a claim is made that results in litigation, and the claimant does not prevail at trial,
then the claimant shall pay all costs incurred in defending the claim, including reasonable attorney's fees.
The claim will be considered proven if the judgment obtained and retained through any applicable appeal
is at least ten percent greater than the sum offered to resolve the matter prior to the commencement of trial.
11. TESTIMONY. Should Graves or any employee of Graves be called or asked to provide
testimony or other evidence by any party, whether at deposition, hearing or ~rial, in relation to services
provided under this Agreement, Graves shall be compensated by Client for the associated reasonable
expenses and labor at appropriate unit rates to the extent the part compelling or requesting the testimony
does not provide such compensation.
12. CONFIDENTIALITY. Graves will maintain as confidential any documents or information
provided by Client indicated to be confidential and will not release, distribute or publish to any third party
without prior permission from Client, except as compelled by order of a court or regulatory body of
competent jurisdiction and then only after notice to Client.
13. SEVERABILITY. In the event that any provision of this Agreement is found to be
unenforceable, the other provisions shall remain in full force and effect.
14. SUR VIV AL. All obligations arising prior to the termination of this Agreement and all provisions
of this Agreement allocating responsibility or liability between Client" and Graves shall survive the
completion of the services and the termination of this Agreement.
15. INTEGRA TION. This Agreement, the attached documents and those incorporated herein
constitute the entire Agreement between the parties and cannot be changed except by a written instrument
signed by both parties.
16. GOVERNING LA \-V. This Agreement shall be governed in all respects by the laws of the State
of Georgia.
END OF DOCUivlENT
Pagc 3
csra T EST IN G & EN GIN E E R I N G CO., IN C
1005 Emmett Street · Suite A · Augusta, GA 30904 · (706) 733-6960
Fax 737-0629
James M. Pope, P.E.
September 11, 1998
Cranston, Robertson, and Whitehurst, PC
P.O. Box 2546
Augusta, Georgia 30903-2546
Attn: . Dennis 1. Welch, P.E.
, Re: South Augusta Recreation Complex
Augusta, Georgia
Dear Dennis:
We are pleased to present the following proposal for providing construction testing services
for you company.
Submitted herewith is oULstandard "Schedule of Testing Fees and Services". The fees in this
schedule include all materials, personnel, and equipment required to complete the work described.
The following conditions and advantages for selecting this fiml to provide your construction
testing needs are presented for your consideration.
(I) We are the only firm, in the Augusta area, with locally based professional engineers in
accordance \vith ASTM E-329.
(2) We are a full service testing company and can provide a full range of construction
testing services as needed.
(3) We are the only locally owned testing company in the Augusta area.
(4) We have been providing engineering and testing services in this area for thirty (30)
years.
(5) We have performed the subsurface exploration on this project and are familiar with site
conditions.
Please be assured that we maintain a large staffofhighly trained technicians and can resp0l1d
promptly to any construction testing you may require.
We would appreciate the opportunity to provide a fee estimate for any testing services you
may require. .
Thank you for your consideration
Sincerely,
~~:~
Project Coordinator
Enclosure
Member of American Society for Testing and Materials
csra TESTING. & ENGINEERING CO., INC.
1005 Emmett Street · Suite A · AU~..Jsta, GA 30904 · (706) 733-6960
James M. Pope, P.E. Fax 737-0629
Effective January I, 1997
SCHEDULE OF TESTING FEES AND SERVICES
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Design Compressive Strength Concrete Mix
$350.00
Test Concrete Cylinders, F.O.B. Laboratory Each (minimum $34.00 per
28-day report) (ASTM C-39)
Concrete Compression Report, 7-day preliminary (if requested), Each
To make cylinders: Technician to sample concrete, make slump, air, and
temperature tests, prepare test cylinders and return after 24 hours to pick
up cylinders.
Concrete Coring (for thickness and steel rtrinforcing location) Two
technician and equipment (two hour minimum) (plus bit wear)
Absorption (2 minimum) (ASTM C-642)
Windsor Probe (3 minimum) (ASTM C-803)
Swiss Hammer (ASTM C-805)
$8.50
$15.00
$29.50/hour
$75.00/hour
$30.00
$35.00
$29.50/hour
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field Density and Moisture Content Nuclear Method, Each (3 minimum)
(ASTM 0-2922)
$25.00
$28.50
Drive Cylinder Method, Each (3 minimum) (ASTM D-2937)
Sand Cone Method, Each (3 minimum) (ASTM D-1556)
Standard Proctor Test, Each (ASTM D-698)
$29.50
$89.50
$15.00
$99.50
$250.00
$300.00
$34.50
$200.00
Moisture
Modified Proctor Test, Each (ASTM D-1557)
Permeability Test (undisturbed)
Permeability Test (remolded)
One Point Proctor, Each
California Bearing Ratio (CBR) Test, Each (ASTM D-1883)
Grain Size Determination, Sieve Analysis, Each (ASTM 0-422) (with
Wash No. 200 Sieve)
$58.50
Member of American Society for Testing and Materials
. i
csra T EST I N G ~ -' N GI NEE R I N G CO., .1 N C .
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Clay Content, Each (ASTM D-422) (hydrometer) $48.50
Liquid Limit, Each (ASTM D-4318) $29.00
Plasticity Index, Each (ASTM D-43180 $29.00
Unified Soil Classification (including all required tests) $110.00
Specific Gravity, Each (ASTM D-427) $38.00
Percolation Tests, Each (2 minimum) $115.00
Field Samples - Technician to visit site, obtain sample and return to
laboratory (25 mile radius) $29.50fhour
Unconfmed Compression Test, Each (ASTM D-2166) $89.50
Soil Drilling, No Classification, Per Foot $6.00
Soil Drilling \'lith Classification, Per Foot $7.00
Test Borings, Including Classification and Standard Penetration Tests at
each Strata or 5-toot Level, (ASTM D-1586)
Per Foot (0-25')
Per Foot (25-50')
Per Foot (50-100')
$9.50
$13.00
$18.00
$200.00
Mobilization for Drilling, Minimum
Engineering Report Including Test Results, Soil Bearing Values, and
Recommendations for Foundation Design, M.lnimum
$300.00
$22.00
$100.00
Standard Penetration Tests, Each (ASTM D-1586)
Undisturbed Samples (Shelby Tubes) (ASTM D-1587), Each
Asphalt Coring (for thickness determination or density tests)
Marshall Pats, Each ($79.00 minimlm1)
Density Test, (not including coring) Each (ASTM D-1188)
Extraction and Gradation, Each (ASTM D..:2 I 72)
Absorption, Each (2 minimwn) (ASTM C-128)
Stability and Flow (including pats), Each (ASTM D-1559) ($90.00
minimum)
$75.00Ihour
$39.50
$28.50
$99.00
$38.00
$55.00
csra T EST I N G .... ..:. N GIN E E R I N G CO.. I N C .
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Asphalt (cb~iin.i,idJ
Soundness (Sodium Sulfate) (ASTM C-88)
$35.00
$30.00
$75.00
$42.50
$] 95.00
Organic Impurities (ASTM C-40)
Friable Particles (ASTM C-142)
Flat and Elongated Particles (CRD C-119)
Unit Weight and Voids (ASTM C-29)
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Sieve Analysis, Each (ASTM C-136)
Specific Gravity, Each (ASTM C-127)
, .;:.!"Bolt rin$iim .
600-Foot Pound Capability (by torque wrench)
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Compressiw Strength (ASTM C-67-78)
$55.00
$38.00
$25.00/each
Absorption (ASTM C-67-78)
Efflorescence (ASTM C-67-78)
",.:';,:),./yjj:;~;:.'C~#s iiltdti~h~':~:Mis~~il~ii~~Wl::.
$33.00/each
$25.00/each
Professional Engineer
$75.00/hour
Quality Control Supervisor
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Senior Technician (8 years or more experience)
Technician
$34.50Ihour
$29.50/hour
$34.50/bour
Draftsman
Note
I. Prices subject to change without notice.
2. Additional specialized tests can be performed as required.
3. Above testing fees include mi\eagefor"25 mile radius of Augusta, Georgia only.
4. Overtime (for work on holidays, weekends, or before or after normal work hours [8 am - 5 pm, MOl1day-
Friday]) will be charged at standard rate times 1\12.
5. A minimum charge of 2 hours will be applied for all field services other than cylinder and sample pick up.
6. Fees for analytical and environmental testing are available u on request.
11/02/9B 09: 08
~ 1706722B379 CR~N. ROB.~ WHIT
02
SCHEDULE I
ENGINEERING SERVICES
S~nlor Conswotion InapoclorlEnglneering Aide, per hour $ 4~.OO
,.
Sta(f Efl8(noerfOeologiJI, p~r hour S 60.00
Project (Reli'ter~d) EnsineerfGeoJogist, per hour- $ ?O.OO
Senior c.nsineerlOeoloslst, per hour S 85.00
Chief cngintlltllSenior Conaultlln\ $ 105.00
Principal Consultant S 115.00
For time spent in depositions and/or court appearances.
includin; preparation, multiply above rates by 1.5
Technical I1h.lsUltorfCADD OpcretOf, per hoW' $ 45.00
Secretarial and Drafting SelVices for report preparation. per hour $ 29.00
Report Reproduction (initial three copiea lit no charsc), .pcr page S 0.25
Special Printing or Blueprintinl Charges. actual coat plus U%
Mile_ae, per mile $ 0.35
Travel Expenses and oth~r relmbumblea . actual C05t plus I S%
Long Ol.tance Telephone Call. . Botua1 cost
Seismic E.xploration (rales available on r~uest)
.Reslstlvity Swvc)' (rates available on request)
SpontaneoU! Potential Survey (rates available on roquost)
Other Surface Oeoph)'sical Survey. (rales Bvaillble on request)
i.1 Qtlanta leatlng & engineering
211/98
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SCHEDULE V
SUBsURFACE EXPLORATION
Mobillulion of Drilling Equiplnent to the Site
~
In.town tNck, lump sum
In.town al1~terr8jn vehicle, lump sum
Out-of.tow'/l lnlck . $4.00 per mile ono way plus
Out-of.town all.tenain vehicle. $',00 per mile one wa)' plus
^ll-tcrrain vehicle, per day .
Soil TI:8t Horina ·
$ .100..00
S 350.00
S 50.00
$ 75.00
$ 150.00
..
Soils with penetration res11tancos 1088 than 50 blow8 per foot,
per linear foo" aampli1\8 at 5.foot in,ervals, 3.1/4 inoh 1.0.
hollow a\em
$
7.50
..
Soils with penetration resistances Jl'cater than 50 blows per foot,
per linear foot, 511mpling at 5.(00t intf:n'ala. ).1/4 Inch I.D.
hollow stem
$ 9.S0
.$ 4.50
$ 35.00
$ ~.OO
S 60.00
$ 100.00
S 20.00
$ 100.00
$ 100.00
$ 4.00
$ 115,00
Auger Sonnas (PUaht a\.lier to rotUsa'), per linoar foot
Diamond Rock Colina, $75.00 sct.up pcr hole plus per lincar foot
Setting Casing to Rock Surface, per linear foot
Undislurbed Samples, if required, per sample
Pitcher Samples, if required, per sample attempt
Bulk Samples, per sample
- .
Difficult Moving or Delay Time. including waler supply (inclement
'weather or mechanicaJ breakdown not included). per hour
Hourly DrillioS Rate, per hour
Grouting Boreholes (minimum $50.00 per hole). per Iin~1iI' foot
Out.of town Expense$ for Drlll Cr:ew, per day
'" Depths 1m than SO Irtt. For dtPlhl Irtlll" tlrcUt SO/Il" add $2.50 per linear !()OI.
.. J::JtlrtJ $pllt.,~~n sample, $18.00 telch.
rill .
~ ctlcnta testing & engineering
Pq' J 0/ )
2/1/98
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11/02/98 09:09
Z 17e67228379 CR~H. ROB.& WHIT
03
.-
. . SCHEDULE Vln
MATERiALS TESTING SERVICES
PERSQNNEL
E"llllccrill8 Tc:.ctmieia"n I
BnsluHrlnt Teehnlelan 11
Senior Bnglneerlng Tochnician
Bnsinoerlng Aide
NDT Technician I Structural Sleel Inspector
Staff I Field Bnilncer
Project (Registered) Engineer
Selllor Bnslneer
. Senior COnBultant
CADI> Operator
Wore! rroccssor
Expen Teslimony Ilnd Deposition
per hour $ 24.00
per hour $ 28.00
per hour $ ~2.00
pot hour $ 40.0<1
pel hour $ 38.00
per hour $ 60.00
per hour $ 70.00
per hour $ 8~.00
por hour $ 10'.00.
per hour S 40.00
per hour $ 29.00
Add Prtmlum of '0 % to Above Rates
'CRA ~~ AND REIMBURSA.VLES
Mlleqc
Per Diem, where Applicable
Travel Bxpcnle&
RclmburnbJc5
ltcport CopyinJ (initial 3 copies at no charge)
per mile: $ O.3~
per day $ 75.00
Ac.tual Cost + 1.$ %
Actual Cost + IS %
per page $ 0.25
&OUlPMENT
Concrete Coring Machine
Oencmllor
Nuclear Density Moisture Ga\Jse
per day
per day
per day
pcr week
per month
por day
$ 100.00
S 20,00
$ 30.00
$ 100,00
$ 350.00
$ 30.00
Torque Wrench: 600 fl/Jb or less
GENEIW. NOro:
I. Ollr hourly ft~1 jllC'lllllr "ul1tIJ1l'Ilputisltt/f f1llltlllllrlQ,:ui, It'pufI "vl,w, tIIgl",,,I"B ,vlIu.nl;UIl, mId n.lItlll/r"r/~ C'OIl,:IMI"A /fUII/rft
lI'hi,." ar, OuWdt '"t Jr()pt o/Ite/vllclan Jlfl'icrs will lor ~i/lfJ flI Ih, IIp(lroprktfl lll,ln,rrilf, '//fI,
2. nrr MIl,ly rmll for 'tchnir.iltlll and {mputo" art to,'plJrtul {II (M"dl 11111I, ovm/mt, Ifflllet.'lI/l/t/d' ,It, hours of 7:W AM /r) 6:00
PM, "'1>" tllaft II ht1UfI (/" dQl or S",llrdo)'I, SU1IrtflY," nI' ""lIddjlwlll &, ,/ill'lrd III Ih~ rr",Ie., ,,,lit limn / .J.
1, A mlnlmulIl ,,1I<<'lr (If ~ Mlm 11111 tlf'pl,Y I" all \IIIf~t,,,d (I' hrltiduj work rrqutJIrd 0' ,tf/Ili,'" bJ' IIr, ellrn, or PfOjlc/.
~, 2>', AT~" rtPfl.ltllldtivI ...i/J t'rovldt OflStfl'OIIf1ll tlml J/,/r/ Imlltg. OlAf prflrtlf(" ill Ilti job Jilt Inlll.'",,' b, l'01II1f1.,d IlA r,/ill"'" ,It,
NlIIIMt'~ /tn", It/I WPC11111blltfy 10 COR",I) IIqtlt thl p/~1Il aM Jptr.(flr.t11/(JILI, 011' mv/w ~fe 110111I allY ....oy ,~Iolrr/ lu jrJb I/It Sa/I,.,'.
lllpfrvLllan, III dt',r.tirm of lit, /Jel..III work 01 ,,,, ,lJIlI,d,'II";
,. For Joblilf 'N fttfrJ I,mll, or IQ1/I(J1/"I ",vletl. prnowlrl hOllflllft clrllr81dft/r job p"~NI't1ft IlIclud;"1/ IP'CiftCfl/j'lIl/, 1I,I/WIII8.t'Md
kill dill" ,,"',w, ~"'lllllltl(1rt.t ""," flll/lllftrl. mobil/wIll/I, t,u~Illlmf pOrltll 10 portlll, rJlI1I"bi/i[tJtloll and dO(lIl1ltlllP.lilInflJ' ",,,/11,
i.1 atlanta leetlng 81 engineering
211198
11/92/98 III 9 I 19
Z 17967228379 CRAN. R08.~ WHIT
04
SCHEDULE IX
LABORATORY SOIL / AGGREGATE TESTING SERVICES
Standard Proctor Compaction Test (ASTM 0698) S 80.00
"
Modified Prottor C.ompactiOl'i Test (ASTM D J !S57) $ 90.00
Ha58 Course Proctor (ASTM 0698 or DIo557) , $ 100.00
Unit Weight and Na1ural Moisture Content
. split-spoon or undisturbed sample S 45.00
Nlltl.lral Mol5ture Content $ 10.00
Altcrbers Limits $ ~o.oo
ShrlnKaae Llnllt S 50,00
Sieve Analysis (Includl!Ai Wasil 200) $ 55,00
No. 200 Slev&! Wash $ 37.50
Hydrometer Analysis (includes Sle.vc and Sp~lClc Oravlty) S 100,00
Specific Gravity $ 50.00
OrBllnlc Content $ SO.OO
Loss on lsnhion S 50,00
pH $ 25.00
Conducrlvhy $ 7S.00
Volume! Change (OHD-6) S 10Cl.OO
i1 atlanta tes"ng & engineering
2/1/98
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11/"'2/98 ~911e
2: I7lil67228379. CR~fL RIJE:.:l. llHIT
SCHEDULE. X
LABORATORY CONCRETE AND eMT
Concrete Teitbul
Enslne.erlna Technician, per hour
Comproulyo StronaCh Tell of Concrete Cylinders, ASTM C39, each
......(includes preparing for toaUn.. c:uriftl. 'osllna, and reportln&)
Concrele Core Curins and Compressive TOIt,cach
Concrete Tost Mold8, I,er caso of 10
Concrete Mix D(iI&l,,~~~f1~tlllD3
Concr~tll Mix Design Yorifl~aUon, per mill: verin~ation
(includes gradation tests on reaular aureaatcs or lIahtWc\Jht
aggregates, preparation. and t"aUlll of IIlx sPQolmcns)
Normal weight, por mi"
1~lihtwci8ht, per mix
Discards. per mix
Conerele Masonry Jm1b
Compressive Strength (3 speclmen~), AS'1'M Ci40, per sel of 3
Absorption and Moisture ConCont (3 specimens), ASTM C140. per set of 3
LincAl' Drying Shrinkaae (3 specimens), ASTM C426, per set or 3
Equivalent Thickness, LJL 6J8 (3 spoclmens), per set or 3
Compressive Strength of Prisms. ASTM E447, each.
M~IjRr and Grout C.1IImt
Cube Compressive Strength, ASTM CI09 (2 Inches), each
· Does not Includo lraOSpOrUIUon of our lab.
n $2.00 >>urcharae per cylindlSr. II made by others,
i.1 ctlcnto tesllng & engineering
,,5
S 24.00
$ 7.00
$ 35.00
$ 24.00
$ 400.00
$ soo.oo
$ 75.00
$ lO~.OO
$ lO~.OO
$ 100.00
$ lOj.OO
$ 9' .00
$ 9.00
2/J/'IN
0';1/15/98 13: 09
Z 17067218379 CR~N. ROB.~ WHIT
" .-,
"'"
DESCRJPTION UNIT CSRA. UNIT ORA .V'ES
PROfeSSIONAL ENG. HR $ 75,00 HR $ (,3.00
TECHNICJAN HR $ 29,50 HR $ 20.00
SENIOR TECHNICIAN HR $ :;4,50 HR S 2R,OO
MILEAGE INCL FOR:!5 MILE RADIUS INCL.
CONe MIX DESIG~ I::: A $ J.'m,on EA $ .'lno.no
7.DAY &. 2lt:-DAY CONe. BREAKS F.A $ 41).00 t::A $ 47.50
C()NCfU::n~: CORlNG HR S 75.llU DAY $ 170.00
NUCLEAR FIELD DENSITY F.A $ 25.00 IIR $ 5.00
ST ANDARlJ PK(;CTOR EA $ KI).50 I:A $ ~(), 00
MCISTl!JRE EA S 15.00 EA $ ,..1',00
MODIF'JED JPROCTOR EA S \l9,~O ~A $ ~:I.on
SIEVF.ANAL YSIS EA S 51!. ~o EA .$ 42.00
CLA-Y'CONTENT EA S 4M,~U t::A $ ]!'i .()O
CHR TeST EA $ 21)1l,on RA $ 250.0u