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WWO <br /> DESCRIPTION MAJOR DIVISIONS <br /> MOLL-GRADED GRAVELS. CRAWL <br /> CW SAND YIFIVRC$. LITTLE M NO <br /> FINES GRAVELCLEAN CRAWLS (LII- AMD <br /> PDORLY{AADLD GRAVELS, CRAWL TLC OR NO FINES) CRAWLLY W <br /> OP SAND WIWICS, urTLC ON Solts <br /> NO FINES <br /> CY SILTY GRAVELS. GRAVEL-SAND- <br /> SILT MIXTURES WRC THAN SOI ry <br /> SANDS WITH APPRECIA- W COARSE FRAC- t <br /> CLAYEY CRAWLS. LRAVCI-SAND- BLL ANWNT W FINES TIWI RETAINED <br /> LC CLAY YIFTURLS ON NO. A SIEVE 3 <br /> NKZ <br /> SW ACLL-SANDS. LITTADCDLE <br /> SANDS, GFINES <br /> SANDS. UTTLC OR NO FINES SANDS <br /> CLEAN SAND (LITTLE AND <br /> M NO FINfS) SANDYK <br /> SI POCOLSANDS. LITTLE SANDS. GRAVELLY SOILS ih <br /> _ SANDS, LITTLE M NO FINES r <br /> V <br /> $N SILTY SANDS SAND-SIL 1 225222 . <br /> MIXTURES WFC THAN SOI <br /> SANDS WITH APPRECIA- OF COARSE FRAC- W <br /> BLf AgUHT Or Of FINES TI PASSING <br /> SC CLAYEY SANDS. SANG-SILT No.N0. A SIEVE O <br /> _ YINiUR[$ <br /> INORGANIC SILTS R D VERY r2Nr <br /> K SANDS. ROHR fLW. SILTY 0t <br /> YFINE <br /> IM <br /> $IL SWITH SLPLASTICITY <br /> INOM ANIC CLAY$ OT LOM TO SILTS <br /> CL NEDIUY PLASTICITY. GRAVELLY LIQUID LIMIT <br /> _ CLAYS. SANDY QAYS, SILTY t[$$ THAN $0 'WD <br /> CLAYS. L[nI Ci AYS GAYS <br /> O" ORGANIC SILTS AND ORGANIC W <br /> SILTY CLAYS OF LOW PLASTICITY <br /> INORGANIC SILTS. MICAC(WS "u <br /> W M DIATOMACEOUS FINE SAND ORS" <br /> M SILTY SOILS <br /> INORGANIC CLAYS OF HIGH LIOUID LIMIT SILTS �N <br /> PLASTICITY. FAT CLAYS GREATER THAN SO AID <br /> CLAYS tn0 <br /> ON ORGANIC CLAYS Of MEDIUM TO n <br /> _ HIGH PLASTICITY. ORGANIC SILTS Mo. <br /> PT PEAT, NOMAS, SWAMP SOILS HIGHLY ORGANIC SOILS <br /> KIM NIGH MGANIC CONTENTS <br /> ARW <br /> ORO <br /> SAMPLE TYPE TEST TYPE <br /> »` L <br /> Notes <br /> r+ CLASSIFICATION <br /> GRAB SAMPLE Plasticity pi <br /> Grain Size Analysis ma <br /> DRIVE SAMPLE, 2.0" OD, 1.38" ID, Specific Gravity sg <br /> sampler driven with 140 Ib hammer, Shrink/Swell s/s <br /> 30" drop (Standard Penetration Test). <br /> STRENGTH <br /> _ DRIVE SAMPLE, 2.5' OD, 1.92" ID, Direct Shear ds <br /> sampler driven with 140 Ib hammer, Unconfined Compression uc <br /> 30" drop, with tube liners. Triaxial Compression tx <br /> _5_ Pocket Pcntrometer pp <br /> PUSH SAMPLE, 2.87' ID thin wall Torvane Shear is <br /> sampler (Shelby Tube), pushed <br /> hydraulically. CONSOLIDATION c <br /> UNIFIED SOIL CLASSIFICATION SYSTEM AND BORING LOG SYMBOLS <br /> NEIL O. ANDERSON & ASSOC., INC. OLD RIVER GOLF COURSE <br /> _ 9026 Lorraine Ave,Suite 314 IS087 S Mac Arthur Dr. <br /> Skuklon,California Trac; Cu/ifomia <br /> (207)472-1071 <br /> Plate Number <br />