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1 .J ' <br /> DESCRIPTION MAJOR DMSIONS <br /> GW WELL-GRADED GRAVELS,GRAVEL SAND COARSE <br /> MIXTURES,LITTLE OR NO FINES CLEAN GRAVEL AND GRAINED <br /> GRAVELS GRAVELLY SOILS SOILS <br /> GP POORLY-GRADED GRAVELS,GRAVEL (LITTLE OR NO MORE <br /> SAND MI)CTURES,LITTLE OR NO FINES FINES) THAN <br /> 50% <br /> GM SILTY GRAVELS,GRAVEL-SAND-CLAY LARGER <br /> MIXTURES SANDS WITH MORE THAN 50% THAN <br /> FAPPIDS WI H OF COARSE NO-200 <br /> GC CLAYEY GRAVELS,GRAVEL-SAND-CLAY AMOUNT OF FRACTION SIEVE <br /> FINES RETAINED ON NO, <br /> MIXTURES 4 SIEVE <br /> SW WELL-GRADED SANDS,GRAVELLY <br /> SANDS,LITTLE OR NO FINES CLEAN SAND SANDS AND <br /> (LITTLE OR NO SANDY SOILS <br /> SP POORLY-GRADED SANDS,GRAVELLY FINES) <br /> F." <br /> SANDS,LITTLE OR NO FINESSM SILTY SANDS,SAND-SILT MIXTURES SANDS WITH MORE THAN SO% <br /> APPRECIABLE OF COARSE <br /> AMOUNT OF FRACTION <br /> SC CLAYEY SANDS,SAND-SILT MDCTURES FINES PASSING NO.4 <br /> SIEVE <br /> ML INORGANIC SILTS AND VERY FINE FINE <br /> SANDS,ROCRFLOUR,SILLY OR CLAYEY GRAINED <br /> FINE SANDS OR CLAYEY SILTS WITH SOILS <br /> SLIGHT PLASTICITY MORE <br /> # <br /> THAN <br /> f <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 /> NO.200 <br /> OL ORGANIC SILTS AND ORGANIC SILTY SIEVE <br /> CLAYS OF LOW PLASTICITY <br /> MH INORGANIC SILTS,M1CACIOU5 OR <br /> F, DIATOMACEOUS FINE SAND OR SILTY <br /> SOILS <br /> CH INORGANIC CLAYS OF HIGH LICLUID LIMIT GREATERTHAN 50% <br /> PLASTICITY,FAT CLAYS —SILTS AND CLAYS <br /> OR ORGANIC CLAYS OF MEDIUM TO HIGH <br /> PLASTICITY,ORGANIC SILTS <br /> PT PEAT,HUMAS SWAMP SOILS WITH HIGH HIGHLY ORGANIC SOILS <br /> ORGANIC CONTENTS <br /> rt <br /> :. <br /> DEPTH SAMPU SAMPLE TYPE TEST TYPE NOTES <br /> � <br /> GRAB SAMPLE CLASSIFICATION <br /> E! <br /> 9 Plasticky,(Atlerberg Limits) pi <br /> STANDARD DRIVE SAMPLE,2.0"oA,1.38" Grain Sine Analysis gr <br /> " i.d.,sampler driven with 140 lb hammer,30"drop Specific Gravity Ss <br /> (Standard Penetration Test)_ Sh:mk/Swell S!s <br /> MODIFIED CALIFORNIA DRIVE SAMPLE, STRENGTH <br /> om 2.5"o.d.,1.92"i.d.,sampler driven w/140 lb Direct Shear ds <br /> honmur,30"drop,w/tube liners. Unconfined Compression uc <br /> HAND SAMPLE,2.25"o.d.,1.92"i.d.,sampler Triaxial Compression tx <br /> hs driven w/15 1b hammer,18"drop,whube liners Pocket Pentrometer pp <br /> —5— Torvane Shear is <br /> PUSH SAMPLE,,2.87'i.d.thin wall sampler CONSOLIDATION c <br /> (Shelby Tubed hydraulically pushcd. <br /> UNU TED SOIL CLASSIFICATION SYSTEM AND TEST HOLE LOG SYMBOLS <br /> NEIL O.ANDERSON&ASSOC.,INC. MUSCO OLIVE PRODUCTS <br /> 22 N Houston IA 17950 VIA NICOLO ROAD <br /> Lodi,California TRACY,CALIFORNIA <br /> Lodi 209 367-3701 <br /> PLATE NUMBER S <br /> I_: <br />