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~' <br />1 <br />1 <br />1 <br /> <br />100 <br />90 <br />80 <br />70 <br />tr <br />w <br />Z 60 <br />w <br />z 50 <br />w <br />U <br />w 40 <br />a <br />30 <br />20 <br />10 <br />0 <br />2i <br /> <br />)0 100 10.0 1.0 0.1 D.01 0.0011 <br />GRAIN SIZE - mm <br />Test % +3" % GRAVEL % SAND % FINES <br />17 0.0 0.0 57.6 42.4 <br /> <br /> <br />LL <br />I• SILTY SAND <br />PI D85 D60 D50 <br />0.21 0.13 0.10 <br />MATERIAL DESCRIPTION <br />Project No.: 14729 <br />Project: SAN LUIS <br />• Location: 22 <br />D3 <br />Date: 7-3-95 <br />GRAIN SIZE DISTR18UT10N TEST REPORT <br />STEFF-EN ROBERTSON AND KIRSTEIJ (U_S_) INC. <br />Consulting Engineers and Scientists <br />USCS <br />SM <br />Remarks: <br />Figure No. <br />AASHTO <br />