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SOIL DENSITY TESTS <br />Test <br />Test MethodT <br />Fee <br />Standard Proctor <br />_§=dard <br />U698, 199 <br />$ <br />24b <br />each <br />Modified Proctor <br />D1557, T180 <br />$ <br />245 <br />each <br />Proctor Check Point <br />T272 <br />$ <br />140 <br />each <br />Proctor Oversize Correction <br />U4/18 <br />$ <br />/5 <br />each <br />Treated Soil Proctor <br />D558 <br />$ <br />320 <br />each <br />Minimum and Maximum Relative Density <br />D4254, D4253 <br />$ <br />425 <br />each <br />Maximum Density by Vibratory Hammer <br />U/382 <br />$ <br />5b0 <br />each <br />Moisture/Density, TEX 113-E <br />TEX113-E <br />$ <br />275 <br />each <br />Moisture/Density, TEX 114-E <br />TEX114-E <br />$ <br />275 <br />each <br />California Impact, C 1 216, Dry Method <br />C 1216 <br />$ <br />22b <br />each <br />California Impact, CT 216, Wet Method <br />CT216 <br />$ <br />225 <br />each <br />SOIL CLASSIFICATION AND INDEX TESTS <br />Test <br />Standard Test Methods <br />Fee <br />Visual Classification <br />D2488 <br />$ <br />30 <br />each <br />Sieve Analysis, % Finer than 200 Sieve <br />r11140 <br />$ <br />90 <br />each <br />Sieve Analysis, tine <br />D422 D6913 T88 <br />$ <br />130 <br />each <br />Sieve Analysis, Coarse <br />D422, D6913, T88 <br />$ <br />130 <br />each <br />Sieve Analysis, Coarse and Fine <br />r1429, r)6913, T88 <br />$ <br />165 <br />each <br />Hydrometer Analysis Re uires a Sieve Anal sis, not included <br />D422 D7928 <br />$ <br />185 <br />each <br />Water Content <br />D2216, D4363, T265 <br />$ <br />25 <br />each <br />Water Content and Dry Unit Weight <br />R2216, D2937, f)7963 <br />$ <br />45 <br />each <br />Atterberg Limits Single Point <br />D4318-13T891 T90 <br />$ <br />120 <br />each <br />Atterberq Limits, Multiple Point <br />D4318-A, T89, T90 <br />$ <br />185 <br />each <br />Atterber I mits, I quid I imit Only <br />r14318, T90 <br />$ <br />115 <br />each <br />Soil Specific Gravity <br />D854 T100 <br />$ <br />225 <br />each <br />Soil Organic, Content <br />D2974-C <br />$ <br />125 <br />each <br />Fiber Content of Peat Soils <br />r11997 <br />$ <br />270 <br />each <br />Pinhole Dispersion Classification <br />D4647 <br />$ <br />525 <br />each <br />Soil pH <br />D4972, G51 <br />$ <br />60 <br />each <br />Double Hydrometer for Dispersive Soils <br />r14221 <br />$ <br />275 <br />each <br />Soil Resistivity <br />G187 <br />$ <br />160 <br />each <br />Chloride Content <br />$ <br />70 <br />each <br />Sulfate Content <br />$ <br />60 <br />each <br />Thermal Resistivity, Per Point <br />D5334 IEEE 422 <br />$ <br />325 <br />each <br />Thermal Resistivity, Dry -Out Curve <br />D5334, IEEE 422 <br />$ <br />950 <br />each <br />SOIL BEARING PRESSURE TESTS <br />Test <br />Standard Test Methods <br />Fee <br />California Bearing Ratio, Single Point roctornotincluded <br />D1883, T193 <br />$ <br />350 <br />each <br />California BearingRatio 3 Points roctornot included <br />D1883, T193 <br />$ <br />656 <br />each <br />sCommon 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 1 of 3 <br />Al rates are sit UV CkAYt-mival increase beginning October 1. 2021. 21 — 241 7/6/2021 <br />