CM-2026-215 - 8/14/2026 SUPPLEMENTAL AGREEMENT NO. 1
TO "AGREEMENT BETWEEN THE CITY OF ROUND ROCK
AND BEYOND ENGINEERING AND TESTING,LLC
FOR CONSTRUCTION MATERIALS TESTING SERVICES"
CITY OF ROUND ROCK §
STATE OF TEXAS § KNOW ALL BY THESE PRESENTS:
COUNTY OF TRAVIS §
COUNTY OF WILLIAMSON §
THIS SUPPLEMENTAL AGREEMENT NO. 1 to "Agreement Between the City of
Round Rock and Beyond Engineering and Testing, LLC for Construction Materials Testing
Services," hereinafter called "Supplemental Agreement No. 1," is made by and between the City
of Round Rock, Texas, a home-rule municipality (hereinafter referred to as the "City"), located
at 221 East Main Street, Round Rock, Texas 78664, and Beyond Engineering and Testing,
LLC, whose offices are located at 3801 Doris Lane, Suite B, Round Rock, Texas 78664
(hereinafter referred to as "Consultant").
WHEREAS, the City and Consultant executed the referenced "Agreement Between the
City of Round Rock and Beyond Engineering and Testing, LLC for Construction Materials
Testing Services" for the South Mays Street Wall Stabilization Project on July 25, 2025,
hereinafter called the"Agreement;" and
WHEREAS, it has become necessary to amend the Agreement to amend the scope of
services and to increase the compensation by $6,601.10; and
NOW THEREFORE, premises considered, and in consideration of the mutual promises
and obligations in the Agreement and this Supplemental Agreement No. 1, the City and
Consultant agree as follows:
I.
1.0. Section 3.0, "Consulting Services," shall be amended to include the additional Consulting
set forth in the attached Exhibit"A," incorporated by reference for all purposes.
II.
2.0 Section 5.0, "Contract Amount," shall be amended by increasing the not-to-exceed
amount payable pursuant to the Agreement by $6,601.10, as shown in the attached Exhibit "A,"
for a total of$34,864.50.
C '42OYo - Z16
III.
3.0 This First Supplemental Agreement shall amend the original Agreement only as set forth
herein with no other changes in terms of conditions of the original Agreement.
IN WITNESS WHEREOF, the City and Consultant have executed this Supplemental
Agreement No. 1 to be effective as of the last date of due execution by both parties.
CITY OF ROUND ROCK,TEXAS BEYOND ENGINEERING AND
TESTING,LLC
• -
By: By: 4114, CO-44,1""
Printed Name: J3 Orb! & nt* Printed Name: Raphael Campos
Title: e1fi/ Ablie ( Title: Vice President
Date Signed: id/4/ZOri& Date Signed: 07/27/2026
ATTEST:
By: (4..,1
Ann Franklin, City Clerk
FOR CITY,APPROVED AS TO FORM:
BY: 2 (_ _
Stephanie L. Sandre, City Attorney
2
Exhibit"A"
Additional Consultant Services and Costs
3
www.BeyondET.com
EYO N 2801 Doris Lane, Suite B
Engineering & Testing Round Rock, TX 78664
512.649.5688
July 21, 2026
Via e-mail: gciaccio@roundrocktexas.gov
Mr. Greg Ciaccio
Sr Project Manager
City of Round Rock
Re: Proposal for Construction Materials Testing and Observation Services
City of Round Rock South Mays Street MSE wall stabilization
BET Proposal No. C-250015a —Supplemental Estimate
Mr. Ciaccio,
Beyond Engineering & Testing, LLC (BET) is pleased to provide this proposal to City of Round
Rock for Construction Materials Testing (CMT) Services for the proposed south Mays Street wall
stabilization planned in Round Rock, Tx. This project consists of the construction of ground
anchors to stabilize MSE walls and replacement of roadway approach and sidewalks.
The purpose of this proposal is to provide City of Round Rock with BET's general work scope
options and fee schedule.
Sco•e of Basic Services -Construction Materials Testin. CMT Services
BET will provide a technician(s) on a call-out basis, with visits based upon Client/contractor
requests for service. We will work closely with you and your representative to notify you as the
fees approach the estimated budget. Please note that CMT costs are completely dependent on
the contractor's schedule and the number of calls for service requested. In addition, the work
scope described below is not definite. The work scope is dictated by Client/contractor on a
continual basis, depending on your calls for service. BET does offer additional services that can
be described upon request.
BET personnel will not direct, layout, or supervise the construction operations for the project, nor
will we alter or change the project plans, specifications, or reports. We respectfully request a pre-
construction meeting with all parties involved.
Compaction Testing for Earthwork
BET will provide a technician(s) to implement appropriate field monitoring and testing programs
for quality assurance. This may include the following, as needed and requested:
• Review project specifications for percent compaction and soil moisture content requirements;
testing frequency; and subgrade, fill and base materials;
• Obtain sample(s) of proposed fill materials and perform laboratory evaluation;
• Perform laboratory analyses to determine moisture—density relationship;
• Observe and document subgrade conditions prior to fill/backfill placement;
• Perform appropriate field testing to determine in-place moisture/density conditions;
• Document field test locations;
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Proposal for CMT Services 7/21/2026
South Mays Street MSE Wall Stabilization-Round Rock,Tx Page 2 of 4
• Report failing test results to Client's project manager and the contractor's superintendent;
• Re-test areas of failing moisture/density test results to document compliance with project
specifications;
• Provide a report for each site visit with pertinent test data and observations.
Concrete Testing
BET will provide a technician(s) to implement an appropriate field and laboratory-testing program
to confirm the concrete is in conformance with project specifications. This work scope may
include:
• Review project specifications and requirements regarding design strength/identification;
testing frequency; and placement requirements;
• Perform appropriate field-testing procedures to document slump, air and concrete
temperatures, and air content as specified;
• Observe and document placement procedures;
• Document field placement locations;
• Produce and transport specified concrete test cylinders for laboratory testing;
• BET will utilize 4 x 8 sized cylinders, unless concrete aggregate is greater than 1-%-inch
nominal;
• Retrieve cylinders after at least a one-day field cure;
• Perform laboratory curing and compressive strength testing of test cylinders;
• Report results of field and laboratory test data and placement locations
• Notify Client's project manager and/or the contractor's superintendent regarding failing field
and laboratory tests.
HMAC Testing
BET will provide a technician(s)to implement an appropriate field monitoring and testing program
to check the Hot-Mixed Asphalt Concrete (HMAC) is properly placed and compacted. This may
include the following as needed and requested:
• Review project specifications and requirements regarding percent compaction
requirements, testing frequency, laboratory requirements, and document placement
requirements;
• Obtain sample(s) of HMAC for laboratory evaluation;
• Perform laboratory analyses to determine moisture density relationship;
• Observe and document conditions prior to HMAC placement;
• Perform appropriate field testing to determine in-place density. Note that nuclear densities
of HMAC are less accurate and are not interchangeable with core densities;
• Document field test locations;
• Work with contractor to set rolling patterns;
• Notify Client's project manager and the contractor's superintendent regarding failing test
results.
Report Preparation and Project Management
BET's Project Manager(PM) will provide general oversight throughout the duration of the project,
field technician coordination, report reviews and act as our client liaison. The Project Manager will
also be available to assist with basic consultation and resolution of problems, should they occur.
BET will also provide the administrative services to include project set-up, scheduling services,
word processing and report preparation, report reproductions, faxing and mailing of reports,
general file maintenance, invoicing and collections. The PM and Administrative services are not
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Proposal for CMT Services 7/21/2026
South Mays Street MSE Wall Stabilization-Round Rock,Tx Page 3 of 4
billed hourly; rather, BET accounts for these services as a percent-markup to the invoice total for
field and lab services.
Engineering consultation and special administrative tasks are billed hourly.
Exclusions/Assum•tions
Exclusions
The following services are specifically excluded in the scope of services at this time:
• Engineering review of Geotechnical Report, design drawings, and specifications;
• All required permitting activities, other than SWPPP;
• Implementation of the SWPPP to be conducted by the on-site general contractor and is not
included in our scope;
• Record or as-built drawings;
• All environmental services and all costs associated if hazardous materials are encountered.
Assumptions
• Required by Others
- Final site layout.
- Project drawings and specifications.
• Meetings: All meetings are assumed to be via conference call or at the project site;
therefore, no travel is anticipated for attending project meetings.
• Client will provide any other completed studies, reports, plans, plats, existing site
topographic information or data that may be of assistance or necessary for BET to perform
under this Agreement. BET has the right to rely on information contained in documents
provided by Client.
• Client will be responsible for all application and permit fees required by any agencies
involved. BET documents will be prepared with agency requirements in mind.
• BET will perform its services in a manner consistent with the standard of care and skill
ordinarily exercised by members of the profession practicing under similar conditions in the
geographic vicinity and at the time the services will be performed. No warranty or
guarantee, express or implied, is provided as part of the services offered by this proposal.
• Engineering services, meetings and consultation, as well as special administrative task
outside of the scope specifically addressed in the proposal above, are considered a
separate item to be charged at the appropriate professional staff rate.
• Safety in the Work Place: BET takes safety in the workplace very seriously. We will follow
Contractor's safety protocols as well as our own stringent safety program.
• BET will provide deliverables in electronic PDF format, unless hard copies are specifically
requested. We will not provide editable native electronic file formats such as CAD, Word,
Excel.
• Limitations to Construction Materials Testing Services: Construction testing and
observation are techniques employed to reduce the risk of problems arising during
construction. Provision of these services by BET is not insurance, nor does it constitute a
warranty or guarantee of any type. Even with diligent construction testing and observation,
some latent construction defects may be missed. In all cases, contractors shall retain
responsibility for the quality of their work, for adhering to plans and specifications, and for
repairing defects regardless of when they are found.
• BET offers a range of testing and observation services to suit the varying needs of our
clients. Although risk can never be eliminated, more detailed and extensive testing and
observations yield more information, which may help understand and manage the degree
of risk. Because such detailed services involve greater expense, our clients participate in
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Proposal for CMT Services 7/21/2026
South Mays Street MSE Wall Stabilization-Round Rock,Tx Page 4 of 4
determining the level of service that will provide adequate information for their purposes at
an acceptable level of risk.
Corn•ensation
Pro osed Fees
Time and Materials Estimated Fee $ 6,601.10
10 `Y:;.. Fr - :!,_. � � -c wed ; `"e;&4 ,V
Estimate to be determined. Refer to BET's 2025 Schedule of Services and Fees for unit rates.
CMT services will be invoiced on a Time and Materials basis. BET will perform the CMT field
tasks listed above on an hourly and unit rate basis while on site. The actual costs will depend on
the amount of work requested and the contractor's schedule. Overtime rates apply for weekends
and any technician time before 7:00 am and after 5:00 pm, portal to portal. A complete Schedule
of Services and Fees is enclosed.
Thank you for the opportunity to provide this proposal to you, we look forward to providing our
services to assist City of Round Rock during the development of this project. We trust this
proposal covers all necessary work items.
Respectfully,
Beyond Engineering &Testing, LLC
m
Syed Aleem Uddin
Project Manager
Enclosed: BET Budgetary Estimate
BET Central Texas 2025 Rate Schedule
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Date: June 24,2025 41 E YO N 0
Revised: Ju21,2026 y Engineering&Testing
www.BeyondET.com
Prepared By: Syed Uddin
Beyond Office: Round Rock,Tx Scope of Work: Construction Materials Testing Estimate
Beyond Proposal No. C-250015a
Construction Materials Testing and Observations:Earthwork,Concrete and Hot-Mix Asphalt Testing-
Supplemental Estimate
Project Name: City of Round Rock S Mays St MSE Stabilization
Project Location: Round Rock,Texas
Client: City of Round Rock
Project Info. Stabilization of MSE wall and replacement of roadway
approach and sidewalk
InvoillEst.Units Unit Fee Estimate Cost
Earthwork(Soils)
Field Technician,per hr. Soil Services 0 $70.00 $ 0.00
Moisture-Density Relationship(Tex-113/114-E) Moist Density 0 $255.00 $ 0.00
Sieve Analysis(Tex-110-E) Sieve Analysis 0 $95.00 $ 0.00
Atterberg Limits(Tex-104-6-E) Atterberg Limits 0 $96.00 $ 0.00
Sample Pick Up(soils)(Tex-100-E) Sample P/U 0 $140.00 $ 0.00
Round Trip Round Trip Charge 0 $70.00 S 0.00
Nuclear Density Gauge,per day Equipment-Density Gauge 0 $65.00 $ 0.00
Subtotal $ 0.00
Earthwork(FlexBase)
Field Technician,per hr. Soil Services 4 $70.00 $ 280.00
Sieve Analysis(Tex-110-E) Sieve Analysis 0 $95.00 $ 0.00
Atterberg Limits(Tex-104-6-E) Atterberg Limits 0 $96.00 $ 0.00
Bar Linear Shrinkage(Tex-107-E) Bar Linear Shrinkage 0 $78.00 $ 0.00
Moisture-Density Relationship(Tex-113/114-E) Moist Density 0 $255.00 $ 0.00
WetBall Mill Testn(Tex-116-E) WetBall Mill 0 $255.00 $ 0.00
Triaxial Test(Tex-117-E) Triaxial Test 0 $1,910.00 $ 0.00
Sample Pick Up(FlexBase)(Tex-400-A) Sample P/U 0 $140.00 $ 0.00
Round Trip Round Trip Charge 1 $70.00 $ 70.00
Nuclear Density Gauge,per day Equipment-Density Gauge 1 $65.00 $ 65.00
Subtotal $ 415.00
Concrete Testing
Field Technician,per hr. Concrete Services 20 $70.00 $ 1,400.00
Concrete Test Cylinders,ea.(Tex-418-A) Concrete Comp.Test 27 $23.00 $ 621.00
Grout Cubes Grout Cubes Compr.Test 0 $28.00 $ 0.00
Cylinder Pick Up(concrete) Cylinder P/U 5 $140.00 $ 700.00
Round Trip Round Trip Charge 6 $70.00 $ 420.00
Subtotal $ 3.141.00
HMAC Testing
HMAC 1 B Technician,per hr(Placement Testing) HMAC 1 B 9.5 $78.00 $ 741.00
As shalt Content-Extraction Method(Tex-210-F) Asphalt Content 2 $245.00 $ 490.00
Aggregate Sieve Analysis(Tex-200-F) Sieve Analysis 2 $127.00 $ 254.00
Compacting specimen using SGC(Tex-241-F) Compacting 2 $250.00 $ 500.00
Bulk Density(Tex-207-F) Bulk Density 0 $190.00 $ 0.00
Rice Specific Gravity(Tex-227-F) Rice Gravity 2 $95.00 $ 190.00
Sample Pick Up,ea.(Tex-222-F) Sample P/U 0 $140.00 $ 0.00
Round Trip Round Trip Charge 2 $70.00 $ 140.00
Nuclear Density Gauge,per day Equipment-Density Gauge 2 $65.00 $ 130.00
Subtotal $ 2,445.00
Project Management and Report Preparation
Project Manager and Administration PM/Admininstration 10% $ 600.10
Total Estimated Cost $ 6,601.10
Comments/Notes.
This is an estimate only.Site visits are charged with a 4-hr minimum onsite time.For additional information pertaining to the charges,refer to Beyond's 2025 Schedule of Services and Fees.
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/A� EYON0
2025 Schedule of Services and Fees — Central Texas
Geotechnical and Construction Materials Testing and Inspection
Geotechnical and CMT Professional Staff Rates
Principal Engineer (PE) $ 200 Hour
Senior Professional Engineer (PE) $ 170 Hour
Professional Engineer (PE) $ 150 Hour
Staff Engineer/EIT or Geologist $ 110 Hour
Structural Inspector, AWS/CWI (minimum 4-hr charge per trip) $ 100 Hour
Field Geotechnical Technician or Logger $ 78 Hour
Administrative Staff $ 60 Hour
CMT Technician $ 70 Hour
Hourly rates are charged portal to portal from Round Rock or Carrollton
office. Minimum charges are 4-hour per trip for all Construction Materials
Testing services, except for cylinder/sample retrieval.
Senior CMT Technician $ 78 Hour
Applies to Floor flatness/levelness, pier inspection, HMAC testing, rebar
inspection, post-tensioned cables and batch plant inspections. Hourly
rates are charged portal to portal from Round Rock or Carrollton office.
Minimum charges are 4-hour per trip.
Travel (field personnel/technician)
Round Trip Charge for Project within 50 miles of Beyond Round Rock $ 70.00 Each
or Carrollton Office (excluding tech travel time)
Trip Charge for Project over 50 miles from Beyond Office (excluding $ 0.70 Mile
tech travel time)
Per Diem /Lodging (when overnight stay is required) $ 150 Day
Miscellaneous Items (in addition to hourly rate)
Nuclear Density Gauge $ 65 Day
Static Cone Penetrometer or Dynamic Cone Penetrometer $ 100 Day
Ferroscan Equipment for Locating Rebar $ 250 Day
Concrete/HMAC Core Machine with Generator $ 300 Day
Core Bit Wear, per inch of thickness cored (4 to 6-inch dia. core) $ 6.00 Inch
Floor Flatness/Floor Level Equipment $ 250 Day
Moisture Transmission Test for Floor Slab $ 40 Each
Laboratory Testing Standard Fee Schedu Attached
Laboratory Testing Rush Charge Quotation
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2025 Schedule of Services and Fees- Central Texas
Geotechnical and Construction Materials Testing and Inspection Page 2 of 2
BASIS OF CHARGES
1. If Client requires service before a contract is executed, Client agrees to limit the Consultant's
liability per Item 15 of Beyond's Professional Services Agreement(PSA).
2. Invoices will be issued on a monthly basis or upon completion of a project, whichever is
sooner. Beyond requires payment within 30 days (unless negotiated otherwise). If not paid
within terms per the Contract, the unpaid balance shall be subject to a finance charge of
1.5% per month, which is an ANNUAL PERCENTAGE RATE OF 18%.
3. A four-hour minimum applies for all field services. Projects local to Beyond Round Rock or
Carrollton office (within 50 miles radius) are billed a lump sum trip charge, plus tech time
portal to portal from Beyond office. Projects located more than 50 miles from Beyond office
are billed at the IRS mileage rate plus tech time during travel, plus on-site tech time.
4. Project management/administrative (PM/Admin) services include project management,
report preparation, report review, and report distribution. These PM/Admin items are not
billed hourly. To account for this PM/Admin effort, Beyond charges 15% of the total
field and laboratory costs. For example, when field and lab services are$100, PM/Admin
costs are an additional $15, for a total invoice of $115. If the above PM/Admin service is
not required, the 15% PM/Admin fee will not be charged by Beyond.
5. Overtime for hourly services is the base rate plus 35%. Overtime applies to weekday
work before 7AM and after 5PM, weekends, as well as work greater than 40 hours per week
per project. Work performed during a national holiday is billed at a rate of 2.0 times the
standard rate.
6. Per diem for overnight stays will be charged at a rate of $150.00 per day per person, or at
actual expenses whichever is greater.
7. Outside services and expenses include a 15% markup, unless otherwise noted.
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3801 Doris Ln,Suite B,Round Rock,Texas 78664
/ EYON� AASHTO/CCRL/TxDOT Accredited Phone:512-358-6048
Engineering &Testing Certified DBE/MBE/HUB www.BeyondET.com
Geotechnical and Construction Materials Laboratory Testing
2025 Schedule of Fees and Services-Central Texas
A. Volume Change Tests E. Analytical Chemistry Testing
1. 1-D Consolidation(ASTM D2435),2.5"D 1. Sulfates Content in Soil&Aggregate
a. Maximum loading 58 ksf(<= 14 loadings) $650 a. ion chromatography,EPA 300.0 or ASTM D4327 $66
b. Additional loading step(over 14 loadings),each $45 b Colorimetric method(TxDOT Tex-I45-E) $99
c. Up to 128 ksf Loading Steps Quote 2. Chloride Content in Soil&Aggregate
2. 1-D Consol.w/CRS loading(ASTM D4186),2.5"D Quote a ion chromatography,EPA 300.0 or ASTM D4327 $66
3. 1-D Swell or Collapse of Soils(ASTM D4546) b. Chloride ion,wet method(Tex-620-J) $99
a. Method A,Multiple(4)Specimens $660 3. pH of Soil(ASTM D4972,G51,Tex-128-E) $39
b. Method B,Single Specimen $216
c. Method C,w/swell pressure&swell strain $320 F. Rock Strength Tests
4. Expansion Index(ASTM D4829) $330 1. Compressive Strength of Rock Core*(ASTM D7012)
a. Method A,triaxial test(Peak Load Only) $397
B. Strength Tests:Direct Shear(Intact/Remold,ASTM D3080) b. Method B,triaxial test(Young's modulus&Poisson's ratio) Quote
a. Consolidated-Drained,3 pts,Sand $495 c. Method C,unconfined,peak load Only,w/o ASTM D4543 $99
b. Consolidated-Drained,3 pts,Silt/Clay(<3 day shear) $685 d. Method D,unconfined,w/stress-strain,w/o ASTM D4543 $213
c. Post Peak Strength Parameters,per Test $30 e. add dimensional&shape tolerances(ASTM D4543) Quote
*Pricing is for NX(2.16 in.)or NQ(1.87 in.)rock cores ONLY.
C. Soil Strength Tests:Triaxial Compression 2. CERCHAR Abrasivity Index(ASTM D7625) $280
1. Unconfined Compression(ASTM D2166) 3. Splitting Tensile Strength-Brazilian Test(ASTM D3967) $190
a. Intact,2.8"D,per specimen $72 4. Slake Durability of Shales&Weak Rocks(ASTM D4644) $220
b. Remolded,2.8"D,per specimen $99
2. Unconsolidated-Undrained(UU)(ASTM D2850,Tex-118-E) G. Resilient Modulus Test**(AASHTO T307)
a. Intact,2.8"D,per specimen,<120 psi Cell Pressure $127 1. Fine-grained material,per sample(2.8"D) $780
b. Remolded,2.8"D,per specimen,<120 psi $155 2. Coarse-grained material,per sample(up to 4"D) $1,630
3. Consolidated-Undrained(CU R-bar)(ASTM D4767,Tex-131-E) **Client to provide Proctor,sieve analysis,Atterberg limits,
a. Intact,2.8"D,with pore pressure,3 pts $1,850 specific gravity to categorize the material as Type 1 or Type 2
b. Remolded,2.8"D,with pore pressure,3 pts $2,000 and define remolding parameters.
c. High Cell/Back Pressure(>120 psi,up to 450 psi) Quote
4. Multi-Stage CU R-bar test(ASTM D4767,modified) H. Thermal Resistivity Testing(ASTM D5334-22a/IEEE442-2017)
a. Intact,2.8"D,3 stages,with pore pressure $1,350 1. As-Rcv'd Dry-Out Curve,Intact,per Soil specimen $819
b. High Cell/Back Pressures(>120 psi,up to 450 psi) Quote 2. Dry-Out Curve,Remolded,2.8"D,per Soil specimen $819
5. Consolidated-Drained(CD test)(ASTM D7181) 3. Dry-Out Curve,Flowable Fill,4.0"D,per specimen $989
a. Intact,2.8"D,with volume change,3 pts $2,150 4. Field In-situ Thermal Resistivity Testing Quote
b. Remolded,2.8"D,with volume change,3 pts $2,300
c. Per pt.,per day,2.8"D(>3 days of consol&shearing) $130 I. Concrete Tests
6. Special Triaxial Shear(Triaxial Extension,Ko Consol.) Quote 1. Compressive Strength,ASTM C39,per Cylinder $23
7. Stress History&Normalized Soil Eng.Props(SHANSEP) Quote 2. Compressive Strength of Cored Specimen,ASTM C42 $60
(including Trimming and Sulfur Capping),each
D. Permeability Tests 3. Grout Prism Compression Strength,ASTM C1019 $28
1. Granular Soils,3"&4.5"D,constant head(ASTM D2434) $218 4. Mortar Compressive Strength,ASTM C109,per Cube $23
2. Hydraulic Conductivity(ASTM D5084,Method C or F) 5. Air Content of Concrete(pressure method),ASTM C231 $18
a. Intact,2.8"D,flexible-wall w/back pressure $270 6. Unit Weight or Bulk Density of Concrete,ASTM C138 $18
b. Intact,4"D,flexible-wall w/back pressure $295 7. Slump Test,ASTM C143(extras,no cylinders cast) $18
c. Remolded,2.8"D,flexible-wall w/back pressure $280 8. Concrete Cylinder Saw Cut or Cap(uneven cylinders) $28
The above rates are subject to change for specific test requirements,extra test duration, or rapid turn-around. 1 of2
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Geotechnical and Construction Materials Laboratory Testing
2025 Schedule of Fees and Services-Central Texas
J. Soil-Cement or Lime Mixtures 2. Modified Proctor-4 points
1. Moisture-Density of Soil-Cement Mixture(ASTM D558) $350 a. Method A or B(ASTM D1557) $219
2. Wetting&Drying Compacted Soil-Cement Mix(D559) $495 b. Method C(ASTM D1557) $266
3. Unconfined Compression Soil-Cement,per specimen 3. Oversize Particles Correction(ASTM D4718) $50
a. Method B,w/Curing(7 d)(ASTM D1633/D1632) $180 4. Base Material Compaction(Tex-113-E) $305
b. Curing(additional 7 days) $30 5. Subgrade&Backfill Compaction(Tex-114-E,Part I) $280
4. Soil-Cement/Lime Testing(Tex-120/121-E,Part I) $440 6. Subgrade&Backfill Compaction(Tex-114-E,Part II) $305
5. Soil-Cement/Lime Testing(Tex-120/121-E,Part II) $330 7. California Bearing Ratio(CBR)(ASTM D1883) $440
6. Soil-Lime pH Testing(Tex-121-E Pt III or ASTM D6276) $280
7. Admixing Lime to Reduce Plasticity of Soil(Tex-112-E) 8. TxDOT Triaxial Compression(Tex-117-E,Part II)including:
a. 4 Lime Percentage Points $550 a. Molding,Curing and Testing 6 to 9 Specimens(Tex-117-E) $1,910
b. Sieve Analysis(Tex-110-E,Part I) $95
K. Grain-Size&Aggregate Tests c. Atterberg Limits(Tex-104-E, 105-E, 106-E) $96
1. Sieve Analysis d. Bar Linear Shrinkage of Soils(Tex-107-E) $78
a. 3"-3/4"-#200(ASTM D6913/C136) $93 e. Moisture Density Relationship/Compaction(Tex-113-E) $305
b. 3/4"-#200(ASTM D6913) $79 f. Wet Ball Mill(Tex-116-E) $255
c. %Passing#200 sieve-Aggregate(ASTM C 117) $58
d. %Passing#200 sieve-Soil(ASTM D1140/Tex-111-E) $48 M. Index Properties Tests
e. Hydrometer Test(D7928,mechanical sieving excluded) $132 1. Water Content(ASTM D2216,Tex-103-E) $12
f. Particle Analysis of Soil(TxDOT,Tex-110-E,Part I) $95 2. Water Content w/Density(ASTM D2216,2937&7263) $36
g. Particle Analysis of Soil(TxDOT,Tex-110-E,Part II) $165 3. Plastic and Liquid Limits(ASTM D4318) $86
2. Organic Impurities(ASTM D2974 or Tex-408-A) $51 4. Plastic&Liquid Limits(Tex-104-E,105-E,106-E) $96
3. Carbonate Content(ASTM D3042 modified Method J&L) 5. Bar Linear Shrinkage of Soils(Tex-107-E) $78
a. Fine Aggregate(<3/4"Sieve) $315 6. Specific Gravity
b. Coarse Aggregate(>3/4"Sieve) $380 a. Soils(ASTM D854 or Tex-108-E) $83
4. Soundness Test(ASTM C88 or Tex-411-A) b. w/Absorption of Coarse aggregates(ASTM C127) $83
a. w/Magnesium Sulfate $380 c. w/Absorption of Fine aggregates(ASTM C 128) $83
b. w/Sodium Sulfate Quote 7. Organic Content(ASTM D2974 Method C) $51
5. LA Abrasion Organic Content,UV-VIS Method C(Tex-148-E) $225
a. Small-Size Coarse Aggregate(ASTM C 131 or Tex-410-A) $304 8. Rapid Carbonate Content(ASTM D4373) $143
b. Large-Size Coarse Aggregate(ASTM C535) $355 9. Soil Resistivity Test(ASTM G57,G187,Tex-129-E)
6. Wet Ball Mill of Flexible Base(Tex-116-E) $255 a. Miller Box for mini.resistivity $129
7. Aggregate Durability Index(AASHTO T 210) b. additional(i.e.oven dry or saturated)test $60
a. Fine Aggregate(Passing No.4 Sieve) $201 10. Crumb Test,2 pts per soil&6 hrs(ASTM D6572) $45
b. Coarse Aggregate(Retaining No.4 Sieve) $216 11. Pinhole Dispersion(ASTM D4647) $310
8. Crushed Face Count (Tex-460-A Part 1;ASTM D5821) $76 12. Double Hydrometer/Dispersion(ASTM D4221) $250
9. Sand Equivalent Test(ASTM D2419 or Tex-203-F) $128
10. Clay Lumps&Friable Particles(Tex-413-A/ASTM C142) $99 N. Sample Preparation&Extrusion
11. Flat&Elongated Particles,ASTM D4791 or Tex-280-F $131 1. Hand-trimmed specimen(reducing diameter)
12. Unit Weight/Bulk Density(Loose/Rodded),ASTM C29 $43 a. UC/UU/CU Test Specimen,2"or 2.4"dia. $59
b. Permeability Test Specimen,2"or 2.4"dia. $45
L. Water Content/Density(Unit Weight)Relationship 2. Pocket Penetrometer,per sample $7
1. Standard Proctor-4 points 3. Pocket Vane Shear,per sample $10
a. Method A or B(ASTM D698) $199 4. Damaged Shelby tube extrusion $45
b. Method C(ASTM D698) $225 5. Lab Labor Rate(PE/EIT/Tech):$150/$110/$70 per Hour.
The above rates are subject to change for specific test requirements,extra test duration,or rapid turn-around. 2 of2