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1 <br />I <br />i , <br />I , <br />1 <br />100 <br />90 <br />80 <br />70 <br />w <br />? 60 <br />t~ <br />z 50 <br />w <br />U <br />W 40 <br />a <br />30 <br />20 <br />10 <br />O <br />2 <br /> <br />JO 700 10.0 1.0 0.1 0.01 0.0011 <br />GRAIN SIZE - mm <br />Test 9. +3" 9 GRAVEL % SAND % FINES <br />4 O.O 0.0 45.6 54.4 <br /> <br /> <br />LL <br />PI D85 O6C <br />0.17 0.09 <br />050 030 075 010 <br />C~ <br />MATERIAL DESCRIPTION I USCS I AASHTO <br />~• SANDY SILT ML <br />(Project No.: 14729 <br />Project: SAN LUIS <br />• Location: BH-3 J~109 <br />Date: 5-23-95 <br />CRAIN SIZE DISTRIBUTION TEST REPORT <br />STEEPEN ROBERTSON AND KIRSTEN (U.S.) INC_ <br />Consulting Engineers and Scientists <br />Remarks: <br />Figure No <br />