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DESCRIPTION MAJOR DIVISIONS <br /> GW WELL-GRADED GRAVELS,GRAVEL SAND COARSE <br /> MDaURES,LITTLE OR NO FINES CLEAN GRAVELAND GRAINED <br /> GRAVELS GRAVELLY SOILS SOILS <br /> GP i POORLY-GRADED GRAVELS,GRAVEL (LITTLE OR NO MORE <br /> SAND MIXTURES,LITTLE OR NO FINES FINES) THAN <br /> i 501k <br /> LARGER <br /> GM SILTY GRAVELS,GRAYEL-SAND•CLAY MORE THAN 50% THAN <br /> MD FURES SANDS WITH OF COARSE NO.200 <br /> APPRECIABLE FRACTION SIEVE <br /> GC CLAYEY GRAVELS,GRAVEL-SAND-CLAY AMOUNT OF RETAINED ON NO. <br /> MIXTURES FINES 4 SIEVE <br /> SW WELL-GRADED SANDS.GRAVELLY <br /> SANDS,LITTLE OR NO FINES CLEAN SAND SANDS AND <br /> (LTTTLEORNO SANDY SOILS <br /> SP POORLY-GRADED SANDS,GRAVELLY FINES) <br /> SANDS,LITTLE OR NO FINES <br /> SM SILTY SANDS.SAND-SILT MIXTURES SANDS WITH MORE THAN 50% <br /> APPRECIABLE OF COARSE <br /> AMOUNT OF FRACTION <br /> $C CLAYEY SANDS,SANT)-SILT MIXTURES FINES PASSING NO.4 <br /> SIEVE <br /> ML INORGANIC SILTS AND VERY FINE FINE <br /> SANDS,ROCKFLOUR.SILTY OR CLAYEY GRAINED <br /> FINE SANDS OR CLAYEY SILTS WITH SOILS <br /> SLIGHT PLASTICITY MORE <br /> THAN <br /> CL INORGANIC CLAYS OF LOW TO MEDIUM LIQUID LIMIT LESS THEN 50% 50% <br /> PLASTICITY.GRAVELLY CLAYS.LEAN —SILTS AND CLAYS SMALLER <br /> CLAYS THAN <br /> N 0.200 <br /> OL ORGANIC SILTS AND ORGANIC SILTY SIEVE <br /> CLAYS OF LOW PLASTICITY <br /> MH INORGANIC SILTS,MICACIOUS OR <br /> DIATOMACEOUS FINE SAND OR SILTY <br /> SOILS <br /> CH INORGANIC CLAYS OF HIGH LIPID LIMIT GRFATERTHAN 50% <br /> PLASTICITY,FAT CLAYS —SILTS AND CLAYS <br /> OR ORGANIC CLAYS OF MEDIUM TO HIGH <br /> PLASTICITY.ORGANIC SILTS <br /> FT PEAT,HUMAS SWAMP SOILS WITH HIGH HIGHLY ORGANIC SOILS <br /> ORGANIC CONTENTS <br /> DEPTR SAMPU SAMPLE TYPE TEST TYPE NOTES <br /> OEM <br /> GRAB SAMPLE CLASSIFICATION <br /> 9 <br /> Plasticity,(Aft-berg Limits) pi <br /> STANDARD DRIVE SAMPLE 2.0"o.d,1.38" Grain Size Analysis or <br /> spl i.ki,sampler driven with 140 lb hammer,30"drop Spwific Gravity sg <br /> (Standard Penetration Test). Shrink/Swell srs <br /> MODEFIED CALIFORNIA DRIVE SAMPLE, STRENGTH ds <br /> CM 2.5"o.d.,1.92"id.,sampler driven w/140 lb Direct Shear <br /> hammer,30"drop,w/tube luras. Unconfined Compressioa uc <br /> HAND SAMPLE,2.25"o.d.,1.92"id.,sampler Triaxial Compression tx <br /> hs driven wl15 lb hammer,18"drop,whube liners Pocket PerArometer pp <br /> Torvane Shear is <br /> PUSH SAMPLE,2.87"i.d_thin wall sampler CONSOLIDATION o <br /> St (Shelby Tube),hydraulically pushed <br /> UNIFIED SOIL,CLASSIFICATION SYSTEM AND TEST SOLE LOG SYMBOLS <br /> NEIL O.ANDERSON&ASSOC.,INC. MUSCO OLIVE PRODUCTS <br /> 22 N Houston In 17950 VIA NICOLO ROAD <br /> Lodi,California TRACY,CALIFORNIA <br /> Lodi 209 367-3701 <br /> PLATE NUMBERS <br /> 1 <br /> i <br />