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, - U %Moil <br /> UNIFIED SOIL CLASSIFICATION SYSTEM (ASTM D2488) <br /> GRAPHIC TYPICAL <br /> MAJOR DIVISIONS LOG DESCRIPTIONS <br /> Ind WELL-GRADED GRAVELS,GRAVEL-SAND <br /> CLEAN GRAVELS GW MIXTURES WITH LITTLE OR NO FINES <br /> WITH <5% <br /> FINES and/or POORLY-GRADED GRAVELS,GRAVEL-SAND <br /> GP MIXTURES WITH LITTLE OR NO FINES <br /> DED GRAVELS, <br /> GW-GM MXTURES WITH LITTTLE FIE�VEL-SAND <br /> WELL-GRADED GRAVELS,GRAVEL-SAND <br /> GRAVELSGW-GC MIXTURES WITH LITTLE CLAY FINES <br /> GRAVELS WITH 5 to 12%FINES POORLY-GRADED GRAVELS,GRAVEL-SAND <br /> (More than half of Cu<4 andlor GP-GM MIXTURES WTH LITTLE FINES <br /> coarse fraction 1>Cc>3 POORLY-GRADED GRAVELS,GRAVEL-SAND <br /> is larger than ° GP-GC MIXTURES WITH LITTLE CLAY FINES <br /> the#4 sieve) <br /> ° G M SILTY GRAVELS,GRAVEL-SILT-SAND MIXTURES <br /> GRAVELS <br /> WITH >12% GC CLAYEY GRAVELS,GRAVEL-SAND-CLAY MIXTURES <br /> FINES <br /> COARSE GC-GM CLAYEY GRAVELS,GRAVEL-SAND-CLAY-SILT <br /> MIXTURES <br /> GRAINED <br /> SOILS Cu-6 and WELL-GRADED SANDS,SAND-GRAVEL MIXTURES WTH <br /> CLEAN SANDS 1sCc:53 SW LITTLE OR NO FINES <br /> (More than half WITH<5% Cu<6 and/or •:•. POORLY-GRADED SANDS,SAND-GRAVEL MIXTURES WITH <br /> of material FINES 1>CC>3 SP LITTLE OR NO FINES <br /> is larger than <br /> the#2Do sieve} SW-SM WELL-GRADED SANDS,SAND-GRAVEL MIXTURES WITH <br /> Cu and LITTLE FINES <br /> SANDS 1sCC-,3 <br /> WELL SANDS,SAND-GRAVEL MIXTURES WITH <br /> (Mose than half of SANDS WITH SW-SC LITTLE CLAY FINES <br /> coarse fraction 5 to 12%FINES , POORLY-GRADED SANDS,SAND-GRAVEL MIXTURES WITH <br /> is smaller than Cush andlor , SP-SM LITTLE FINES <br /> the#4 sieve) bCc>3 POORLY-GRADED SANDS,SAND-GRAVEL MIXTURES WITH <br /> SP-SC LITTLE CLAY FINES <br /> SM SILTY SANDS,SAND-GRAVEL-SILT MIXTURES <br /> SANDS WITH SC <br /> >12%FINES CLAYEY SANDS,SAND-GRAVE!_-CLAY MIXTURES <br /> SC-SM CLAYEY SANDS,SAND-SILT-CLAY MIXTURES <br /> ML INORGANIC SILTS AND VERY FINE SANDS,SILTY OR <br /> CLAYEY FINE SANDS,SILTS WITH SLIGHT PLASTICITY, <br /> �+ <br /> INORGANIC CLAYS OF LOW TO MEDIUM PLASTICITY, <br /> FINE SILTS AND CLAYS CL GRAVELLY CLAYS,SANDY CLAYS,SILTY CLAYS,LEAN <br /> GRAINED CLAYS <br /> SOILS (Liquid limit less than 50) CL-ML INORGANIC CLAYS-SILTS OF LOW PLASTICITY,GRAVELLY <br /> CLAYS,SANDY CLAYS,SILTY CLAYS,LEAN CLAYS <br /> ORGANIC SILTS&ORGANIC SILTY CLAYS OF LOW <br /> OL <br /> _ PLASTICITY <br /> {More than half <br /> of materialMH INORGANIC SILTS,MICACEOUS OR DIATOMACEOUS FINE <br /> is smaller than SAND OR SILT <br /> the#}200 sieve) SILTS AND CLAYS <br /> CI-{ INORGANIC CLAYS OF HIGH PLASTICITY,FAT CLAYS <br /> o (Liquid limit greater than 50) <br /> ORGANIC CLAYS&ORGANIC SILTS OF MEDIUM-TO-HIGH <br /> a OH PLASTICITY <br /> 3 <br /> c� <br /> i� UNIFIED SOIL CLASSIFICATION SYSTEM (ASTM D2488) PLATE <br /> KLEINFEL©�R LIMITED SOIL SAMPLING ANALYSIS <br /> A-ONE GAS AND FOOD <br /> 574 W. GRANT LINE ROAD 2 <br /> Drafted By: G. GOMEZ Project No.: 194595.1 TRACY, CALIFORNIA <br /> Date: 12/16/2010 File Number: ST0100067 <br /> Copyrght KWAM.,.2010 <br />