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rvf� rr�' rr f Po 1« tl mtl'.m <br />SOIL BEARING PRESSURE TESTS (continued) <br />Test StandardTest M h 1 Fee <br />Resistance R-Value <br />D2844 <br />$ <br />325 <br />each <br />Resistance R-Value of Treated Material <br />Rock Correction for R-Value <br />D2844 <br />D2844 <br />$ <br />$ <br />375 <br />85 <br />each <br />each <br />Stabilized Soil UC Strength. 1 Point(proctor not included) <br />D1633 D5102 <br />$ <br />175 <br />each <br />Stabilized Soil UG Strength, Set of 3 <br />CT373, 1 Lime Content, w/o Opt. Moist <br />D1633, D5102 <br />CT373 <br />$ <br />$ <br />950 <br />175 <br />each <br />each <br />CT373 1 Lime Content <br />CT373 <br />$ <br />370 <br />each <br />CT373, 3 Lime Contents <br />Eados and Grim Test (Opt. Lime Content <br />GT373 <br />C977 <br />$ <br />$ <br />1,100 <br />195 <br />each <br />each <br />Resilient Modulus <br />T307 <br />$ <br />475 <br />each <br />CTB Strength, Individual Specimen <br />CTB Strength, Set of 3, Without Design <br />$ <br />$ <br />185 <br />420 <br />each <br />each <br />CTB Complete Mix Design <br />$ <br />6,500 <br />each <br />SOIL STRENGTH AND PERMEABILITY TESTS <br />Test <br />Standard Test Method? <br />Fee <br />Pocket Penetration Value <br />$ <br />30 <br />each <br />Unronfined Com ressive Strength <br />D2166. T208 <br />$ <br />140 <br />each <br />Direct Shear, 1 Point <br />D3080 T236 <br />$ <br />150 <br />each <br />Direct Shear, 3 Points <br />D3080 T236 <br />390 <br />each <br />Direct Shear Residual Strength. Each Pt <br />D3080-Modified <br />$ <br />250 <br />each <br />Consolidation without Time Rate Plots <br />D2435-Modified <br />$ <br />345 <br />each <br />Consolidation with 2 Time Rate Plots <br />D2435-A T216-A <br />450 <br />each <br />Consolidatinn. All Loads with Time Rates <br />D2435-8, T216-6 <br />$ <br />630 <br />each <br />Collapse Potential <br />D5333 <br />$ <br />250 <br />each <br />One Dimensional Swell Wetting After LDading, Series <br />D4546-A <br />300 <br />each <br />One Dimensional Swell — Wetting After Loading <br />D4546-8 <br />$ <br />175 <br />each <br />One Dimensional Swell — Loading After Wetting <br />D4546-C <br />$ <br />475 <br />each <br />Expansion Index <br />D4829 <br />195 <br />each <br />Denver Swell Test <br />$ <br />125 <br />each <br />Permeability. Rigid Wall <br />D2434 <br />$ <br />450 <br />each <br />Permeability. Flexible Wall <br />D5084-C <br />390 <br />each <br />Triaxial Compression, CU. 1 Point <br />1)4767, T297 <br />$ <br />500 <br />each <br />Triaxial Compression, CU. 3 Points <br />D4767 T297 <br />$ <br />1,350 <br />each <br />Triaxial Compression, ULI1 Point <br />D2850 T296 <br />210 <br />each <br />Triaxial Compression, UU. 3 Points <br />D2850, T296 <br />$ <br />630 <br />each <br />Triaxial Compression, UU Saturated 1 Point <br />D2850-Modified <br />$ <br />300 <br />each <br />Triaxial Test TEX117C Part I <br />TEX1171: <br />1,950 <br />each <br />Triaxial Test TEX117E, Part 11 <br />TEX117E <br />$ <br />1 950 <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 3 <br />All rates are sL UV CkAYt-mivai increase beginning October 1. 2021. 21 — 242 7/612021 <br />