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1 <br />,~ <br />,) <br />'I <br />~~ . <br />1~ <br />'~ <br />~f <br />~l <br />~i <br />~i <br />LAB S~Q~c t=~G~P LAB No. <br />~~~ /~~~-~ tTtFR[N ROttRTtON t KIR{TLN Cl1ENT QI"~R PROJECT S/lti~~,...5 <br />V Coiw.nMy Entlnoon PEATURE rynL ~ nD~~~`""~PRO,IECT No. ~471q <br />sAMPLE No, y OATE TElTEO ~°' ~8~5 <br />GRAIN SIZE ANALYSIS <br />U:S. S7ANDARO SEVE SAES HYDR011ETER ANALYSIS <br />___ S' 1.5' 3/4' 3/8' 4 8 18 30 50 100 Zoe <br />F- <br />S <br />O <br />W <br />>~ <br />m <br />QC <br />W <br />Z <br />LL <br />t- <br />2 <br />W <br />V <br />W <br />6 <br />10 <br />1A <br />0.1 <br />GRAIN 512E IN MILLIMETERS <br />GRAVEL 3~.5 SAND y8•S <br />COARSE PINE ~ O~qS, NEDIUY FINE 14"~ Sp.T~OA CLAY I <br />LIOUD LpNIT <br />PLJI3TICITY NOEX <br />DESCR>f~lOq_. -~ SA`'ZA USCS <br />;~ <br />U.S. <br />ila.a PartN:la <br />Slta aal % <br />Flnar <br /> <br /> <br />6.0' 124.7 <br />3A' 70.0 /pa <br />1.5' 38.0 qg <br />U.i. <br />iN.a -artleN <br />lilsa w % <br />PMar <br />~/4' 19.00 90 <br />3/8' 9.60 ~ g <br />4 4.760 6 3 <br />8 2.380 Si <br />1a 1.190 42 <br />Y.i. <br />iN.a Partlela <br />Ita RI s <br />Flnar <br />30 0.690 3 3 <br />6o O.Z9T a 6 <br />100 0.149 18 <br />200 OA74 14 <br />.- OA37 <br />Pa-tlela % <br />(sa min Finar <br />0.019 <br />D.009 <br />0.006 <br />0.002 <br />0.001 <br />