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DESCRIPTION MAJOR DIVISIONS <br /> GW WELL-GRADED GRAVELS,GRAVEL SAND COARSE <br /> MIXTURES,LITTLE OR NO FATS CLEAN GRAVELS GRAVEL AND GRAINED <br /> (LITTLE OR NO GRAVELLY SOILS SOILS <br /> GP POORLY-GRADED GRAVELS.GRAVEL SAND FINES) MORE <br /> A4X'i URFS,LITTLE OR NO FINES THAN 50°: <br /> LARGER <br /> GM SILTY GRAVELS,GRAVEL-SAND-CLAY THAN NO. <br /> \flXTURFS SANDS WITH MORE THAN 50%OF 200 SIEVE <br /> APPRECIABLE COARSE FRACTION <br /> GC CLAYEY GRAVELS,GRAVEL-SAND-CLAY AMOUNT OF RETAINED ON NO.4 <br /> MENTURES FINES SIEVE <br /> Sw WELL-GRADED SANDS,GRAVELLY SANDS, <br /> LITTLE OR NO FINES CLEAN SAND SANDS.AND SANDY <br /> (LITTLE OR NO SOILS <br /> SP POORLY-GRADED SANDS,GRAVELLY SAWS, FINES) <br /> LITTLE OR NO FINES <br /> SM SILTY SANDS,SAW-SILT MIXTURES SANDS WITH MORE THAN 50°:OF <br /> .APPRECIABLE COARSE FRACTION <br /> SC CLAYEY SANDS,SAND-SILT MIX'NRf.S AMOUNT OF PASSING NO.4 SIEVEFINES <br /> ML INORGANIC SILTS AND VERY FINE SANDS, FINE <br /> ROCK FLOUR SILTY OR CLAYEY FINE SAWS GRAAFED <br /> OR CLAYEY SILTS WTTH SLIGHT PLASTICITY SOILS <br /> MORE <br /> CL INORGANIC CLAYS OF LOW TO MEDIUM THAN 50!: <br /> PLASTICITY,GRAVELLY CLAYS,LEAN CLAYS LIQUID LIMIT LESS SILTS AND SMALLER <br /> LESS THAN 50 CLAYS THAN NO. <br /> OL ORGANIC SILTS AND ORGANIC SILTY CLAYS 200 SIEVE <br /> OF LOW PLASTICITY <br /> MH INORGANIC SILTS,MICACIOUS OR <br /> DIATOMACEOUS FINE SAND OR SILTY SOILS <br /> CH INORGANIC CLAYS OF FBGH PLASTICITY,FAT <br /> CLAYS LIQUID LIMIT LESS SILTS AND <br /> GREATER THAN 50 CLAYS <br /> OH 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 /> SAIVIPLE TYPE TEST TYPE Notes <br /> G GRAB SAMPLE CLASSIFICATION <br /> -- Plasticity pi <br /> Grain Size Analysis i7 <br /> SP DRIVE SAMPLE,2.0"o.d.. 1.38"i.d.,sampler Specific Gravity Sg <br /> driven with 140 Ib hammer,30"drop(Standard Shrink/Swell S's <br /> Penetration Test). STRENGTH <br /> DRIVE SAMPLE,2.5"o.d., 1.92"i.d.,sampler Direct Shear ds <br /> CM <br /> driven with 140 lb hammer,30"drop,with tube Unconfined Compression uc <br /> liners. Triaxial Compression tx <br /> —�— Pocket Pentrometer pp <br /> PS PUSH SAMPLE,2.87'i.d.thin wall sampler Torvane Shear IS <br /> (Shelby Tube),hydraulically pushed. CONSOLIDATION <br /> c <br /> UNIFIED SOIL CLASSIFICATION SYSTEM AND BORING LOG SYMBOLS <br /> NEIL O. ANDERSON & ASSOC., INC. Burgess Residence <br /> 22 N Houston Ln Northeast Corner of Country Club and Rainer <br /> Lodi,California <br /> Lodi(209)367-3701 Stockton, California <br /> Plate Number 4 <br />