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~' <br />1 <br />1 <br />1 <br />100 <br />90 <br />80 <br />70 <br />w <br />? 60 <br />w <br />z 50 <br />w <br />U <br />w 40 <br />4. <br />30 <br />20 <br />10 <br />0 <br />2 <br />I~ <br />70 100 10.0 1.0 0.1 D.01 0.0011 <br />GRAIN SIZE - mm <br />Test % +3" % GRAVEL % SAND % FINES <br />11 O.0 0.0 58.3 41.7 <br /> <br /> <br />LL <br />PI D85 D60 D50 D30 D15 <br />--~ 0.20 0.13 ~ 0.10 <br />D1O Cc C <br />IFF MATERfAL DESCRIPTION I DSCS I AASH70 <br />I~ SILTY SAND SM <br />Project No.: 14729 <br />(Project: SAN LUIS <br />~ a• Location: 26 <br />e: 7-3-95 <br />GRAVN SIZE DISTRIBUTION TEST REPORT <br />STEFFE]J R06ERTSON AND KIRSTETI (U_S_) INC_ <br />Consulting Engineers and Scientists <br />Remarks: <br />Figure No <br />