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UNIFIED SOIL CLASSIFICATION SYSTEM <br /> Major Divisions Symbols Typical Names <br /> C> GW Well-graded gravels or gravel-sand mixtures,little or no fines <br /> Gravels <br /> o °c (More than half of GP Poorly graded gravels or gravel-sand mixtures,little or no fines <br /> ' to ^ coarse fraction> GM Silty gravels,gravel-sand-silt mixtures <br /> m <br /> y N no 4 sieve size) <br /> mom GC Clayey gravels,gravel-sand-clay mixtures <br /> Ca! <br /> 0 SW Well-graded sands or gravelly sands,little or no fines mm Sands <br /> m (More than half of SP Poorly-graded sands or gravelly sands,little or no fines <br /> U i coarse fraction< SM Silty sands,sand-silt mixtures <br /> Eno 4 sieve size) <br /> E SC Clayey sands,sand-clay mixtures <br /> w o m ML Inorganic silts and clayey silts of low plasticity,sandy silts,gravelly silts <br /> o w N Silts and Clays Cf- Inorganic clays of low to medium plasticity,N ° m LL=<50 g Y p ty,gravelly clays,sandy clays,lean clays <br /> L m OL Organic silts and organic silt-clays of low plasticity <br /> c N <br /> U o MH Inorganic silts of high plasticity <br /> w m o <br /> Silts and Clays CH Inorganic clays of high plasticity,fat clays <br /> c_ a c LL=>50 <br /> LLE v OH Organic silts and clays of high plasticity <br /> Highly Organic Soils PT Peat and other highly organic soils <br /> SAMPLE DESIGNATIONS/SYMBOLS <br /> GRAIN SIZE CHART Sample taken with split-barrel sampler other than Standard <br /> Range of Grain Sizes ® Penetration Test sampler Darkened area indicates soil recovered <br /> Classification U S Standard Grain Size ® Classification sample taken with Standard Penetration Test <br /> Sieve Size In Millimeters <br /> sampler <br /> Boulders Above 12" Above 305 <br /> Cobbles 12"to 3" 305 to 76 2 m Undisturbed sample taken with thin-walled tube <br /> ! Gravel 3"to No 4 76 2 to 4 76 <br /> coarse 3 to 314" 76 2 to 191 <br /> fine 3/4 to No 4 19 1 to 4 76 Disturbed sample <br /> ' Sand No 4 to No 200 4 76 to 0 074 <br /> coarse No 4 to No 10 4 76 to 2 00 Sampling attempted with no recovery <br /> medium No 10 to No 40 2 00 to 0 420 <br /> fine No 40 to No 200 0 420 to 0 074 <br /> Silt and Clay Below No 200 1 Below 0 074 m Core sample <br /> Unstabilized groundwater level Analytical laboratory sample <br /> Stabilized groundwater level ® Sample taken with Direct Push sampler <br /> SAMPLER TYPE <br /> C Core barrel PT Pitcher tube sampler using 3 0-inch outside diameter, <br /> thin-walled Shelby tube <br /> ! CA California split-barrel sampler with 2 5-inch outside <br /> diameter and a 1 93 inch inside diameter S&H Sprague&Henwood split-barrel sampler with a 3 0-inch <br /> outside diameter and a 2 43-inch inside diameter <br /> D&M Dames&Moore piston sampler using 2 5 inch outside <br /> ' diameter,thin-walled tube SPT Standard Penetration Test(SPT)split-barrel sampler with <br /> a 2 0-inch outside diameter and a 1 5-inch inside diameter <br /> O Osterberg piston sampler using 3 0-inch outside <br /> diameter,thin walled Shelby tube ST Shelby Tube(3 0-inch outside diameter,thin-walled tube) <br /> ' advanced with hydraulic pressure <br /> 541 WEST" GRANT LINE ROAD <br /> Tracy, California CLASSIFICATION CHART <br /> ! <br /> [Date 11/26/03 Project No 3577 01 Figure A-28 <br />