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1 <br />1 <br />100 <br />90 <br />80 <br />70 <br />w <br />? 60 <br />z 50 <br />w <br />U <br />W 40 <br />a <br />30 <br />20 <br />10 <br />O <br />GRAIN.SIZE DISTRIBUTION TEST REPORT <br />- << <br />.~ __ <br />< <,~- <br />~ <br />n n ~ ~ ~ g ~ °~' <br />m n n <br />~ s ai z • c ~ a s <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />200 100 10.0 1.0 0.1 0.01 0.0011 <br />GRAIN SIZE - mm <br />i• <br />Test % +3" % GRAVEL % SAND % FINES <br />12 O.0 0.0 79.4 20.6 <br /> <br /> <br /> LL PI D85 D60 D50 D30 D15 D10 <br />• 0.35 0.22 0. 19 0 .124 <br /> <br /> <br />MATERIAL DESCRIPTION USCS <br />• SITLY SAND SM <br />Project No.: 14729 <br />Project: SAN LUIS <br />• Location: 93 <br />Date: 7-3-95 Remarks: <br />( <br />GRAIN SIZE DISTRIBUTION TEST REPORT <br />STEEPEN ROBERTSON AND KIRSTEN (U.S.) INC. <br />Consulting Engineers and Scientists <br /> <br />Figure No <br />AASHTO <br />