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DESCRIPTION MAJOR DIVISIONS <br /> GW --GRADED GRAVELS,GRAVEL SAND COARSE <br /> MDTURE.S,LITTLE OR NO FINES CLEAN GRAVELS GRAVE,AND GRAINED <br /> (LITTLE OR NO GRAVELLY SOILS SOILS <br /> GP POORLY-GRADED GRAVELS,GRAVEL SAND FINES) MORE <br /> MIXTVRL'S,Lrrn.E OR NO FINES THAN 50% <br /> LARGER <br /> GM SILTY GRAVES,GRAVELSAND-CLAY THAN NO. <br /> MIXTURES' 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 /> MDMMES 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 SANDS, PINES) <br /> LrrR.E OR NO FINES <br /> SM SILTY SANDS,SAND-SILT MIXTURES SANDS WITH MORE THAN 50%OF <br /> APPRECIABLE COARSE FRACTION <br /> AMOUNT OF PASSING NO.4 SIEVE <br /> SC CLAYEY SANDS,SAND-SILT MOC[URES FINES <br /> Ml. INORGANIC SILTS AND VERY FINE SANDS, FINE <br /> ROCK FLOUR,SILTY OR CLAYEY FINE SANDS GRAINED <br /> OR CLAYEY SILTS WITH SLIGHT PLASTICITY SOBS <br /> MORE <br /> CL INORGANIC CLAYS OF LOW TO MEDIUM THAN 509E <br /> PLASTICITY.GRAVELLY CLAYS,LEAN BAYS LIQUID LIMIT LESS SILTS AND SMALLER <br /> LESS THAN 50 CLAYS THAN NO. <br /> OL ORGANIC SILTS AND ORGANIC SILTY CLA YS 200 SIEVE <br /> OF LOW PLASTICITY <br /> MIT INORGANIC SILTS,MICACIOUS OR <br /> DIATOMACEOUS FINE SAND OR SILTY SOILS <br /> CH INORGANIC CLAYS OF HIGHPIASTICITY,FAT <br /> CLAYS LIQUID LIMIT LESS SILTS AND <br /> GREATER THAN 50 CLAYS <br /> OH ORGANIC CLAYS OF MEDRJM TO HIGH <br /> PLASr1CTrY,ORGANIC SILTS <br /> PT PEAT,HUMAS SWAMP SOILS WITH HIGH HIGHLY ORGANIC SOILS <br /> ORGANIC CONTENTS <br /> SAMPLE TYPE TEST TYPE Notes <br /> G GRAB SAMPLE CLASSIFICATION <br /> Plasticity pi <br /> Grain Sire Analysis gr <br /> DRIVE SAMPLE,2.0"o.d.,1.38"Ld.,sampler Specific Gravity sg <br /> driven with 140 lb hammer, 30"drop(Standard Sand Equivalent se <br /> Penetration Test). Shrink/Swell S/S <br /> DRIVE SAMPLE,2-5" o.d.,1.92"W.,sampler STRENGTH <br /> driven with 140 lb hammer, 30" drop,with tube Unconfined Compression uc <br /> liners. Triaxial Compression Ix <br /> —5— Pocket Pentrometer Pp <br /> PUSH SAMPLE,2.87"i.d,thin wall sampler Torvane Shear IS <br /> (Shelby Tube),hydraulically pushed. CONSOLIDATION c <br /> UN=D SOIL CLASSIFICATION SYSTEM AND BORING LOG SYMBOLS <br /> NEIL ©. ANDERSON & ASSOC., INC. LATIHROP TRUCK FACILITY PROPERTY <br /> 22 N Houston Ln Interstate 5 and Highway 120 <br /> Lodi,California <br /> Stockton (209)472-1091 Lodi (209)367-3701 Lathrop, California <br /> Plate Number 10 <br />