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SOIL CLASSIFICATION CHART <br /> MAJOR DIVISIONS SYMBOLS TYPICAL <br /> GRAPH LETTER DESCRIPTIONS <br /> CLEAN WELL-GRA�' ' GW SAND MIXTURES,DED LITTLE OR NO EL <br /> GRAVEL GRAVELS <br /> AND S •� FINES <br /> GRAVELLY POORLY-GRADED GRAVELS, <br /> SOILS (LITTLE OR NO FINES) o �Oo D GP GRAVEL-SAND MIXTURES, LITTLE <br /> 0 0 ,0 0 OR NO FINES <br /> COARSE a <br /> GRAINED GRAVELS WITH SILTY GRAVELS, GRAVEL-SAND- <br /> SOILS MORE THAN 50% FINES o D GM SILT MIXTURES <br /> OF COARSE 0 0 <br /> FRACTION <br /> RETAINED ON NO. <br /> 4 SIEVE (APPRECIABLE CLAYEY GRAVELS, GRAVEL-SAND- <br /> AMOUNT OF FINES) GC CLAY MIXTURES <br /> CLEAN SANDS SW WELL-GRADED SANDS,GRAVELLY <br /> MORE THAN 50% SAND SANDS, LITTLE OR NO FINES <br /> OF MATERIAL IS AND <br /> LARGER THAN SANDY <br /> NO.200 SIEVE SOILS POORLY-GRADED SANDS, <br /> SIZE (LITTLE OR NO FINES) Sp GRAVELLY SAND, LITTLE OR NO <br /> FINES <br /> SANDS WITH SILTY SANDS, SAND-SILT <br /> MORE THAN 50% FINES SM MIXTURES <br /> OF COARSE <br /> FRACTION <br /> PASSING ON NO. <br /> 4 SIEVE (APPRECIABLE CLAYEY SANDS, SAND-CLAY <br /> AMOUNT OF FINES) SC MIXTURES <br /> INORGANIC SILTS AND VERY FINE <br /> ML SANDS, ROCK FLOUR, SILTY OR <br /> CLAYEY FINE SANDS OR CLAYEY <br /> SILTS WITH SLIGHT PLASTICITY <br /> SILTS INORGANIC CLAYS OF LOW TO <br /> FINE AND LIQUILESS TDHANIT MEDIUM PLASTICITY,0 CL CLAYS, ANDY CLAYS,SILTY <br /> SOILS GRAVELLY <br /> GRAINED CLAYS CLAYS, LEAN CLAYS <br /> OL ORGANIC SILTS AND ORGANIC <br /> — — — SILTY CLAYS OF LOW PLASTICITY <br /> MORE THAN S <br /> OF MATERIALL I INORGANIC SILTS, MICACEOUS OR <br /> SMALLER THANN Mli DIATOMACEOUS FINE SAND OR NO. 200 SIEVE SILTY SOILS <br /> SIZE <br /> SILTS <br /> AND LIQUID LIMIT INORGANIC CLAYS OF HIGH <br /> CLAYS GREATER THAN 50 CH PLASTICITY <br /> OH ORGANIC CLAYS OF MEDIUM TO <br /> HIGH PLASTICITY, ORGANIC SILTS <br /> HIGHLY ORGANIC SOILS PT PEAT, HUMUS, SWAMP SOILS WITH <br /> HIGH ORGANIC CONTENTS <br /> NOTE: DUAL SYMBOLS ARE USED TO INDICATE BORDERLINE SOIL CLASSIFICATIONS <br /> Page 3 of 3 <br />