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~' <br />1 <br />GRAIN SIZE DISTRIBUTION TEST REPORT <br />_= <br />< << <br />100 \ ~ ~ ~ ~ ° r°.rv $ m n <br />m n _ n _ n a x z x x ae x <br />90 <br />60 <br />70 <br />w <br />? 60 <br />z 50 <br />w <br />v <br />w 40 <br />a <br />30 <br />20 <br />10 <br />0 <br />20o too to.o 1.0 0.1 0.01 D.ootl <br />GRAIN SIZE - mm <br /> <br /> Test % +3" % GRAVEL % SAND % FINES <br />• 10 0.0 32.0 41.4 26.6 <br /> <br /> <br /> <br />LL PI D85 D60 D50 D30 <br /> -~ _ <br />42.66 0.73 ~0. 24 10.093 <br />MATERIAL DESCRIPTION <br />r• SILTY SAND WITH GRAVEL <br />Project No.: 74729 <br />Project: SAN LUIS <br />• Location: 59 <br />Date: 7-3-95 <br />GRAIN SIZE DISTRIBUTION TEST REPORT <br />STEEPEN ROBERTSON AND KIRSTEN (U_S_) INC. <br />Consulting Engineers and Scientists <br />USCS <br />SM <br />Remarks: <br />Figure No <br />C~ <br />AASHTO <br />