Laserfiche WebLink
Oct 29 99 06: 25P Neil Anderson (209) 333-8303 p. 9 <br /> L � <br /> DGSCRIP-00N MAJOR DIVISIONS <br /> GW GRAVEL SAND CGARSF. <br /> NtocTOREs,UTTLE OR NO FINES LIPANCAAVEIS GRAVEL AND GRASNGD <br /> ELfIREOM1 NO (irIAVELLY SOLLYLS <br /> OP POmI1.YGRNIEO GjLkv S'GRAVEL S.OVD FINZ) T11AN fOM <br /> MDMT NES.LITTLE 00.NIO FINES LARGER <br /> THAN NO <br /> CM SILTY CRAVt,5 CM,,VEI,SAND.CLAY MORE TDAN 5m OF w"SIEVE <br /> MI%1VREs SANDS WITH COARSK FRACTION <br /> AFFMCI&K-E RErAINF.D ON ND.4 <br /> GC CLAYEY GRAVELS,GRAYEI.SANM'IAY FAMO NT OF SIEVE <br /> MIa 1 RF5 <br /> Sw WFLL`O A EDSANDS GRIVEILY SANDS. <br /> LITTLE Oa NO PINES Q,FAN$AnU SANDS ANO SANDY <br /> (IfirEORNO SUITS <br /> SP PVORLYLMDED SANpS,ORAVEIYY SA Ds, FINR5) <br /> LITTLE OR NO HMES <br /> MORE TITAN 50H N' <br /> SM SILTY SANDS,SANO-SILT MIXTURES SANDS W"H ODARSEFRAC[ON <br /> APPRECIABLE PASSING Ne,4 SIEVE <br /> AMOUNT Or <br /> SC CLAYEY SANDS,SANURILT MIXTURES PINES <br /> MT INORGANIC SILTS AND VERY FINE SANDS. FINE <br /> n1YY FLOUR SILTY OR CLAYEY SOILS <br /> FINE SANDS O <br /> OR CLAYEY SILT%WITH SLICIIr PLA.4IICITY MOIRE <br /> MORE <br /> HAN SM4 <br /> C1, INOSTIETT FLAYSOFLOW T S.UFANM Ia011m LIMIT LESS SrI.T9 AND SMAOlER <br /> PLASTILTTY.GRAVELLYS:LAYS,LEAN CLAYS LESS MAN 50 CLAYS IHANNO. <br /> 2D0 SIEVE <br /> a. ORGANIC SIL SANDORGAhIC MLIY CIA" <br /> OF!.OW PLA3TIo1W <br /> AR5 INORGANIC SILTS.MWAC.IOUS OR <br /> DIATOMACEOUS FINE SAND OR SILLY=IS <br /> CH WURGANIC CLA Y501HIGH YLA$T ATY.FA LI(KIID LIMIT LESS 30.TSAND <br /> n"5 GREATER THAN 50 CLAYS <br /> IRI ORGANw CLAYS OF MEDIUM TO HIGH <br /> PLASrICrrY,ORMNICSII.TS <br /> Yr PEAT,mJMAS SWAMP SOILS WITH HIGH I IIGISLYORIIANICSOIIS <br /> VRGANIC QINIEME <br /> 1 <br /> SAMPLETYPE TEST TYPE Notes <br /> a� <br /> G GRAB SAMPLE CLASSIFICATION <br /> Plnsticity p1 <br /> Chain Size Analysis 6r <br /> SP di <br /> SAMPLE,2.0'o.d., 1.36'Ld.,sampleraSpecific Grrity S9 <br /> driven with 140 Rr hammer,30"drop(SlRmlard ShrinkdSwell SYS <br /> _ Penetralion Test). SIREN Mi t <br /> DRIVE SAMPLE,2.5"o.d.,1.92"i.d.,sampler Direct Sheol ds <br /> ri's <br /> driven With 140 lb hammer,30"drop,with tube Unconfined C Dmprussion m-- liners. TliRRial Compression G <br /> 5 pocket Pentromeler pp <br /> - - PLISH SAMPLE,2.97'i Is III in Woll>mpiel Tolvane Shear IS <br /> (Shelby Tube),hydraulically pushed. CONSOLIDATION e <br /> UNIFIED SOIL CLASSIFICATION SYSTEM AND BORING LOG SYMBOLS <br /> NEIL O. ANDERSON & ASSOC., INC. Beneto Tank Lines Inc. <br /> 77 N Houston I m Northeast Corner of Roth Rd.and Harlan Rd. <br /> I'di,Cdiibmia Lathrop, California <br /> Lodi(209)30-370'. <br /> Plate Number 3 <br />