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DESCRIPTION MAJOR DIVISIONS <br /> GW WEIl.GRADED ORAVELS,GRAVEL SAND COARSE <br /> MtX-IIJRES,LITHE OR NO FINES CLEAN GRAVELS GRAVEL AND GRAINED <br /> axrnE OR NO GRAVELLY SOBS SOILS <br /> GP POORLY GRADED GRAVELS,GRAVE.SAND FINES) MORE <br /> MLXTURES,LITTLE OR NO FINES THAN 50% <br /> LARGER <br /> GM SILTY GRAVELS,GRAVEL SAND-CLAY THAN NO, <br /> MIXTURES SANDS WITH MORE THAN 509E OF 200 SIEVE <br /> APPRECIABLE COARSE FRACTION <br /> GC CLAYEY GRAVELS,GRAVEL-SAND-CLAY AMOUNT OF RETAINED ON NO.4 <br /> M MIRES FINES SIEVE <br /> SW WELL GRADED SANDS,GRAVELLY SANDS, <br /> LITTLE OR NO FRIES CLEAN SAND SANDS AND SANDY <br /> (LTTILE OR NO SOBS <br /> SP POORLY-GRADED SANDS,GRAVELLY SANDS, FINES) <br /> LITRE OR NO FINES <br /> SM SILTY SANDS,SAND-SALT MIXTURES SANDS WITH MORE THAN 509E OF <br /> AppyECAICE COARSE FRACTION <br /> SC CLAYEY SANDS,SAND-SILT MIXTURES AMOUNT OF PASSING NO.4 SIEVEFINES <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 LAYS OF LAW TO MEDRJM THAN 505E <br /> PLASTICITY,GRAVELLY CLAYS,LEAN GAYS 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 /> MLI INORGANIC SILTS,MICACIOUS OR <br /> DIATOMACEOUS FINE SAND OR SILTY SOILS <br /> CH INORGANIC LAYS OF HIGH PLASTICITY.FAT <br /> CLAYS LIQUID LIMIT LESS SILTS AND <br /> GREATER THAN 50 CLAYS <br /> OH ORGANIC CLAYS OF MEDIUM TO HIGH <br /> PLASRCrTY,ORGANIC SILTS <br /> Pr PEAT.IRJMAS SWAMP SOILS WITH HIGH HIGHLY ORGANIC SOBS <br /> ORGANIC OONTENTS <br /> SAMPLE TYPE TEST TYPE Notes <br /> G GRAB SAMPLE CLASSIFICATION <br /> Plasticity pi <br /> Grain Size Analysis gr <br /> DRIVE SAMPLE,2.0"o.d., 1.38"i.d.,sampler Specific Gravity S9 <br /> driven with 140 Ib hammer, 30"drop(Standard Sand Equivalent se 7 <br /> Penetration Test). Shrink/Swell s/s <br /> DRIVE SALE,2.5" o.d-, 1.92"i.d.,sampler STRENGTH <br /> SAMPLE, <br /> with 140 lb hammer, 30" drop,with tube Unconfined Compression uc <br /> liners- Triaxial Compression tx <br /> _5_ Pocket Pentrometer PP <br /> PUSH SAMPLE,2.87"W.thin wall sampler Torvane Shear is <br /> (Shelby Tube),hydraulicall y pushed. CONSOLIDATION c <br /> UNIFIED SOIL CLASSIFICATION SYSTEM AND BORING LOG SYMBOLS <br /> NEIL O. ANDERSON & ASSOC., INC. LATHROP TRUCK FACILITY PROPERTY <br /> 22 N Houston Ln Interstate S and Highway 120 <br /> Lodi,California <br /> Lathrop, California <br /> Stockton(204)472-1091 Lodi (209)367-3701 <br /> Plate Number /p <br />