GEOTECHNICAL TESTING SERVICES, INC.
103 Coraopolis Road, Coraopolis, PA 15108 412-771-5340
800-853-7309 www.gts-labs.com
AASHTO ACCREDITED LABORATORIES ( An extension of your design team )
2015 FEE SCHEDULE
SOIL CLASSIFICATION
ASTM D2216
ASTM D4318
ASTM D427
ASTM D4943
ASTM D422
ASTM D1140
ASTM D422
USCS
USDA
ASTM D854
ASTM D2974
Penn State
Methods of Soil Analysis
ASTM D2937
ASTM D4644
ASTM D5084
ASTM D5084
SOIL CONSOLIDATION / SWELL
Consolidation
One-Dimensional Swell or Collapse (4 points)
One-Dimensional Swell or Collapse (1 point)
One-Dimensional Swell or Collapse (1 point with D2435)
Expansion Index
CBR Swell
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ASTM D2435
ASTM D4546 "A"
ASTM D4546 "B"
ASTM D4546 "C"
ASTM D4829
ASTM D1883 Mod
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ASTM D5334
ASTM D5334
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AASHTO T288
AASHTO T289
AASHTO T291
AASHTO T290
ASTM D1580
AWWA C105
AWWA C105
ASTM D4239
ASTM D2492
Resistivity (Water)
pH (Water)
Chloride (Water)
Sulfate (Water)
Conductivity (Water)
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AASHTO T288/ASTM D1125
EPA 150.1/ASTM D1293
ROCK CORE
Mohs Hardness of Rock
Triaxial Compressive Strength of R.C. (3 points) NQ
Unconfined Compressive Strength of R.C.
Modulus of Elasticity (includes UCS on companion), NQ,NX
Modulus of Elasticity & Poisson's Ratio (includes UCS), NQ,NX
Point Load (per point)
Point Load (10 specimens)
Splitting Tensile (price per break)
Direct Shear of Rock Cores (3 points) Weak NQ
Residual Direct Shear of Rock Cores (3 points) Weak NQ
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Industry Practice
ASTM D7012 "A"
ASTM D7012 "C"
ASTM D7012 "D"
ASTM D7012 "D"
ASTM D5731
ASTM D5731
ASTM D3967
ASTM D5607
ASTM D5607 mod
FIRE RESISTIVE MATERIALS
Material Density (Specimens provided by Client)
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ASTM E605
SOIL THERMAL CONDUCTIVITY
Single Point Test
Multi-Point test with Dry Out Curve
SOIL PHYSICAL / CHEMICAL
Resistivity (Soil)
pH (Soil)
Chloride (Soil)
Sulfate (Soil)
Sulfate (Soil)
Sulfide (Soil)
REDOX / ORP
Total Sulfur
Pyrite (Forms of Sulfur)
ROCK CORES
WATER
WATER PHYSICAL / CHEMICAL
ASTM D512
ASTM D516
ASTM D1125
The above rates are based on the following:
Payment Net 30, NON-CONTAMNIATED samples, CLIENT performs the SAMPLING, and Normal Turnaround Times.
FINE AGGREGATES (Cement Concrete, Asphalt, Mortar) - TYPICAL DOT TESTS Ref: PennDOT Pub 408 703.1
Sieve Analysis
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PTM 616 / ASTM C136
Percent Passing #200 Sieve
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PTM 100 / ASTM C117
Organic Impurities in Fine Aggregates for Concrete
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AASHTO T21
Strength Ratio (If AASTHO T21 >#5 Color)
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AASHTO T71
Sodium Sulfate Soundness
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PTM 510 / ASTM C88
Fineness Modulus (Calculated from Sieve)
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PTM 501 / ASTM C136
Sand Equivalent Ref: 419.2.2 Bituminous Material
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AASHTO T176
Uncompacted Voids Ref: 419.2.2 Bituminous Material
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AASHTO T304(A)
Bulk Density and Absorption Fine Aggregate (optional)
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ASTM C128
COARSE AGGREGATES - TYPICAL DOT REQUESTED TESTS Ref: PennDOT Pub 408 703.2
Sieve Analysis
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ASTM C136
Sodium Sulfate Soundness
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PTM 510 / C88
Los Angeles Abrasion - Small-Size Coarse Aggregate
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AASHTO T96 / ASTM C131
Los Angeles Abrasion - Large-Size Coarse Aggregate
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ASTM C-535
Flat and/or Elongated Particles in Coarse Aggregate
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ASTM D4791
Percent Passing #200 Sieve
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PTM 100 / ASTM C117
Percentage of Fractured Particles in Coarse Aggregate
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ASTM D5821
Compact Density for Slag only
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AASHTO T19
Deleterious Shale (Wet Dry)
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PTM 519
Friable Particles in Aggregates
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PTM 620
Clay Lumps in Aggregates
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Visual Method / ASTM C142
Coal or Coke
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Visual Method
Glassy Particles
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Visual Method
Metallic Iron
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Petrographic
Bulk Density and Absorption Coarse Aggregate
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AASHTO T85 / ASTM C127
Percentage of Fractured Particles in Coarse Aggregate Ref 419.2.3
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ASTM D5821
STEEL & BLAST FURNACE SLAG - TYPICAL DOT REQUESTED TESTS Ref: PennDOT Pub 408 703.2.3(4)
Sieve Analysis
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PTM 501 / ASTM C136
Bulk Density of Aggregates (Rodding Method) (Blast only)
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AASHTO T19 Sec 10
Potential Expansion of Steel Slags (PTM Proctor not included)
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PTM 130
PennDOT Proctor (required for Expansion)
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PTM 106
LIGHTWEIGHT AGGREGATE - TYPICAL DOT REQUESTED TESTS Ref: PennDOT Pub 408 703.2.6
Sieve Analysis
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PTM 501 / ASTM C136
Aggregate Absorption Factor
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PTM 526
Freeze-Thaw Resistance of Concrete
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AASHTO T161
Freeze-Thaw Resistance of Aggregates
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PTM 525
Specifications listed in "Coarse Aggregate" Table Above Ref 703.2
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As Shown
GEOSYNTHETICS
Peel & Shear Testing (Same Day - 24 hours)
Peel & Shear Testing (received after 5 PM or Weekends)
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ASTM D6392/GRI GM19
ASTM D6392/GRI GM19
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ASTM C618-08
ASTM C618-08
ASTM C618-08
ASTM C618-08
ASTM C618-08
ASTM D698
ASTM D1557
ASTM D2434
ASTM C618-08
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No Hourly Charge
4 hour min
Select Equipment
Monthly
FLY ASH / BOTTOM ASH
Assay, Sulfur Trioxide
Density
Loss on Ignition
Moisture Content
Particle Size analysis
Standard Proctor
Modified Proctor
Rigid Wall Permeability (3" & 6" Diameter)
Strength Activity Index
OTHER
Sample Pickup Mileage Round Trip
Concrete / Nuclear Field Technician Rate
Calibration Services
Nuclear Density Gage Rental
RUSH TESTING SURCHARGE
Standard Terms and Conditions:
Website:
Email Contact:
www.gts-labs.com/STAC.pdf
www.gts-labs.com
sgrimaldi@gts-labs.com
Revised: 02/16/2015
LABOR / RENTAL
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SOIL PERMEABILITY
ASTM C136
ASTM 3042
ASTM D2434
ASTM D2434
FLY ASH / BOTTOM ASH
Hydraulic Conductivity (Remolded)
Hydraulic Conductivity (Undisturbed)
AGGREGATES - LANDFILL (Protective Cover, Leachate Drainage, Anchor Trench)
Sieve Analysis
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Carbonate Content
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Rigid Wall Permeability (3" & 6" Diameter)
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Rigid Wall Permeability (>6" Diameter)
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LINER
ASTM D1632/1633 mod
ASTM D1883
ASTM D1883
ASTM D1883
ASTM D1883 mod
ASTM D3080
ASTM D3080
ACOE IXA
ASTM D2166
ASTM D2166
ASTM D2850
ASTM D2850
ASTM D4767
ASTM D4767
AASHTO T277
ASTM D5084
BS EN 12390
ASTM C192 mod
ASTM C1107 mod
ASTM C78
ASTM C39
ASTM C469
ASTM C39/C1019
ASTM C109
ASTM C42/C39
ASTM D567
LIGHTWEIGHT
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SLAG
SOIL SHEAR
Soil - Cement UC Strength (3 points per Percentage + 1 Control)
Soil - Lime UC Strength (3 points per Percentage + 1 Control)
California Bearing Ratio - 1 Point Test
California Bearing Ratio 3 Point Test
California Bearing Ratio - 1 Point Test (Cement Amended)
Direct Shear (Remolded)
Direct Shear (Undisturbed)
Residual Direct Shear (3 points)
UC - Unconfined Compression (Remolded)
UC - Unconfined Compression (Undisturbed)
UU - Unconsolidated Undrained Triaxial (Remolded)
UU - Unconsolidated Undrained Triaxial (Undisturbed)
CU Triaxial with P.P. Measurements (Remolded)
CU Triaxial with P.P. Measurements (Undisturbed)
CEMENT PRODUCTS
Chloride Permeability (3 points)
Concrete Permeability - Flex Wall
Depth of Penetration of Water under Pressure
Concrete Mix Design (includes breaks)
Grout Mix Design (includes breaks)
Flexural Strength of Concrete Beams (each)
Compressive Strength of Cylinders (each)
Concrete Static MOE and Poisson's Ratio
Compressive Strength of Grout (each)
Compressive Strength of Mortar Cubes (each)
Compressive Strength of Cores (3 specimens)
Lightweight Density (3 specimens) Oven Dry
COARSE AGGREGATE
ASTM D698
ASTM D698
ASTM D1557
ASTM D1557
ASTM D4718
PTM 106
ASTM D558
Industry Practice
ASTM D4253/D4254
ISO 13503-2:2006
ISO 13503-2:2006
ISO 13503-2:2006
ISO 13503-2:2006
ISO 13503-2:2006
ISO 13503-2:2006
ISO 13503-2:2006
FINE AGGREGATE
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Sand, #8, #57
SOIL TESTING
SOIL COMPACTION
Standard Proctor
1 Point Standard Proctor
Modified Proctor
1 Point Modified Proctor
Oversize Rock Correction
PennDOT Proctor
Cement Amended Proctor (Std or Mod)
Lime Amended Proctor
Relative Density (Minimum and Maximum)
PROPPANT FRAC SAND
Sieve Analysis
Proppant sphericity and roundness
Acid solubility
Turbidity test
Bulk density, Apparent density and Absolute density
Proppant crush-resistance test (triplicate / size / pressure)
Loss on Ignition of resin-coated Proppant
CONCRETE, GROUT, MORTAR
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FRAC SAND
Water Content
Atterberg Limits
Shrinkage Limit (Mercury method)
Shrinkage Limit (Wax Method)
Mechanical Sieve
% Passing #200 Sieve Only
Hydrometer
USCS Classification (Sieve and Atterberg Included)
USDA Classification (Sieve and Hydrometer Included)
Specific Gravity
Loss On Ignition
Fertility Analysis
Effective Porosity (Field Capacity, Gravity, Unit Weight)
Unit Weight (Bulk Density)
Slake Durability of Shales and Similar Weak Rock