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DESCRIPTION MAJOR DIVISIONS <br /> Gw WELL-GRADED GRAVELS,GRAVEL SAND COARSE <br /> MIXTURES,LITTLE OR NO FIDS CLEAN GRAVELS GRAVEL AND GRAINED <br /> (LITTLE OR NO GRAVELLYSOILS GRAB <br /> GP POORLY-GRADED GRAVELS,GRAVEL SAND IIIIES) MORE <br /> MIXTURES,LITTLE OR NO FRIES THAN SO% <br /> LARGER <br /> GM SILTY GRAVELS,GMVEL_SAND-CLAY THANNO. <br /> MIXTURES SANDS WnTi MORE THAN 5M OF ZOO SIEVE <br /> APPRECIABLE COARSE FRACTION <br /> GC CLAYEY GRAVELS,GRAVEILSANPCLAY AMOUNT OF RETAINED ON NO.4 <br /> MIXTURES FINES SIEVE <br /> SW W -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 SANDS, FINES) <br /> LLT-ITE OR NO FRIES <br /> SM SILTY SANDS,SAND.SILT MIXTURES SANDS WITH MORE THAN SO°A OF <br /> .- APPRECIABLE COARSE FRACTION <br /> SC CLAYEY SANDS,SAND-SILT MIXTURES <br /> AMOUNT OF PASSINGNO,4 SIEVE <br /> FINES <br /> ML INORGANIC SILTS AND VERY FUZE SANDS, FINE <br /> ROCK FLOURS SILTY OR CLAYEY FRIE SANDS GRIE <br /> OR CLAYEY SILTS WITH SLIGHT PLASTICITY ARZED <br /> SOILS <br /> CL INORGANIC CLAYS OF LOW TO MIDNLIMITMORE <br /> M LIQUID Li LESS SILTS AND THAN 50°/. <br /> PLASTICITY,GRAVELLY CLAYS,LEAN CLAYS THAN 50 CLAYS SMALLER <br /> THAN NO. <br /> OL ORGAMC SILTS AND ORGANIC SILTY CLAYS 200 SIEVE <br /> OF LOW PLASTICITY <br /> MH INORGANIC SILTS,MICACIOUS OR <br /> DIATOMACEOUS FRIE SAND OR SILTY SOBS <br /> CH TNORGANLC CLAYS OF HIGH PI.ASrICTTY,FAT LIQUID LIMIT SILTS AND <br /> CLAYS GREATER THAN SO CLAYS <br /> OH ORGAMC CLAYS OF MEDIUM TO PUGH <br /> PLASTICITY,ORGAMC SILTS <br /> PT PEAT,HUMAS SWAMP SORS WITH MGH HIGHLY ORGANIC SOILS <br /> ORGANIC CONTENTS <br /> cpm " SAMPLE TYPE TEST TYPE Notes <br /> PS PUSH SAMPLE CLASSIFICATION <br /> Plasticity pi <br /> Grain Size Analysis gr <br /> Sp DRIVE SAMPLE,2.0"o.d., 1.38"i.d.,sampler Specific Gravity sg <br /> driven with 140 lb hammer,30"drop(Standard Shrink/Swell s/S <br /> Penetration Test). STRENGTH <br /> CM DRIVE SAMPLE,2.5"GA.,192"i.d.,sampler Direct Shear ds <br /> driven with 140 lb hammer,30"drop,with tube Unconfined Compression uc <br /> liners. Triaxial Compression N <br /> — Packet Pentrometer pp <br /> [ES] ELY SAMPLE,Used to detemrine unit weight. Torvane Shear Is <br /> CONSOLIDATION c <br /> UNIFIED SOIL CLASSIFICATION SYSTEM AND BORING LOG SYMBOLS <br /> NEIL O. ANDERSON& ASSOC., INC. Three Rivers Indian Lodge <br /> 22 N Houston Ln P <br /> Lodi,California 2201 East French Cam Road <br /> Lodi(209)367-3701 Manteca,California <br /> Plate Number <br />