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SOIL TESTS (continued)
<br />SOIL BEARING PRESSURE TESTS
<br />Test
<br />Standard Test Methodt
<br />Fee
<br />California Bearing Ratio, Single Point (proctornotincluded)
<br />D1883, T193
<br />$
<br />420
<br />each
<br />California Bearing Ratio, 3 Points(proctor not included)
<br />D1883, T193
<br />$
<br />780
<br />each
<br />Resistance R-Value
<br />D2844
<br />$
<br />390
<br />each
<br />Resistance R-Value of Treated Material
<br />D2844
<br />$
<br />450
<br />each
<br />Rock Correction for R-Value
<br />D2844
<br />$
<br />0-0
<br />each
<br />Stabilized Soil UC Strength, 1 Point (proctor not included
<br />D1633, D5102
<br />$
<br />210
<br />each
<br />Stabilized Soil UC Strength, Set of 3
<br />D1633, D5102
<br />$
<br />1140
<br />each
<br />CT373, 1 Lime Content, Wo Opt. Moist.
<br />CT373
<br />$
<br />210
<br />each
<br />CT373, 1 Lime Content
<br />CT373
<br />$
<br />440
<br />each
<br />CT373, 3 Lime Contents
<br />CT373
<br />$
<br />1,320
<br />each
<br />Eades and Grim Test (Opt. Lime Content
<br />C977
<br />$
<br />235
<br />each
<br />Resilient Modulus
<br />T307
<br />$
<br />570
<br />each
<br />CTB Strength, Individual Specimen
<br />$
<br />220
<br />each
<br />CTB Strength, Set of 3, Without Design
<br />$
<br />500
<br />each
<br />CTB Com lete Mix Design
<br />$
<br />7,150
<br />each
<br />SOIL STRENGTH AND PERMEABILITY TESTS
<br />Test
<br />Standard Test Methodt
<br />as
<br />Pocket Penetration Value
<br />$
<br />35
<br />each
<br />Unconfined Compressive Strength
<br />D2166, T208
<br />$
<br />170
<br />each
<br />Direct Shear, 1 Point
<br />D3080, T236
<br />$
<br />180
<br />each
<br />Direct Shear, 3 Points
<br />D3080, T236
<br />$
<br />470
<br />each
<br />Direct Shear, Residual Strength, Each Pt
<br />D3080-Modified
<br />$
<br />300
<br />each
<br />Consolidation without Time Rate Plots
<br />D2435-Modified
<br />$
<br />410
<br />each
<br />Consolidation with 2 Time Rate Plots
<br />D2435-A, T216-A
<br />$
<br />540
<br />each
<br />Consolidation, All Loads with Time Rates
<br />D2435-13, T216-B
<br />$
<br />1 760
<br />each
<br />Collapse Potential
<br />D5333
<br />$
<br />310
<br />each
<br />One Dimensional Swell — Wetting After Loading, Series
<br />D4546-A
<br />$
<br />360
<br />each
<br />One Dimensional Swell — Wetting After Loading
<br />D4546-B
<br />$
<br />210
<br />each
<br />One Dimensional Swell — LoadingAfter WettingD4546-C
<br />$
<br />570
<br />each
<br />Expansion Index
<br />D4829
<br />$
<br />235
<br />each
<br />Denver Swell Test
<br />$
<br />210
<br />each
<br />Permeability, Rigid Wall
<br />D2434
<br />$
<br />540
<br />each
<br />Permeability, Flexible Wall
<br />D5084-C
<br />$
<br />470
<br />each
<br />Triaxial Compression, CU, 1 Point
<br />D4767, T297
<br />$
<br />600
<br />each
<br />Triaxial Compression, CU, 3 Points
<br />D4767, T297
<br />$
<br />1,485
<br />each
<br />Triaxial Compression, UU, 1 Point
<br />D2850, T296
<br />$
<br />250
<br />each
<br />Triaxial Compression, UU, 3 Points
<br />D2850, T296
<br />$
<br />760
<br />each
<br />Triaxial Compression, UU Saturated, 1 Point
<br />D2850-Modified
<br />$
<br />360
<br />each
<br />Triaxial Test, TEX117E, Part 1
<br />T5 117E
<br />$
<br />2,145
<br />each
<br />Triaxial Test, TEX117E, Part II
<br />TEX117E
<br />$
<br />27145
<br />each
<br />tCommon ASTM, AASHTO and DOT test methods.
<br />• Those beginning with A, B, C, D, E, F, or G are ASTM methods.
<br />• Those beginning with T are AASHTO methods.
<br />Page 2 of 8
<br />Revised 1/2023
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