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III <br />'1 <br />~, <br />'" <br />1 <br />1 <br />GRAIN.SIZE DISTRIBUTION TEST REPORT <br />C C C <br />- ~ ~ ~ C Y N m O O O ~ a 0 <br />' <br />n ~ n a <br />a d <br />s <br />1 ~~ ro n N <br />~ <br />a: a <br />a <br />90 <br /> <br />SG <br /> <br />70 <br /> <br /> <br />W <br />z 60 <br />w <br />z 50 <br />w <br />v <br />W 40 <br />d <br />30 <br /> <br />20 <br /> <br />10 <br /> <br />0 <br /> <br />200 }00 10.0 1.0 0.1 0.01 0.00 <br />GRAIN SIZE - mm <br /> Test % +3" ~ GRAVEL ~ SAND ~ FINES <br />• 1 0.0 O.0 30.4 69.6 <br /> <br /> <br />LL I PI <br />D50 I D30 I D}5 ~ D10 ~ Oc <br />Ou <br />0.14 <br />MATERIAL DESCRIPTION USCS AASHTO <br />• SANDY SILT ML <br />Project No.: }4729 Remarks: <br />Project: SAN LUIS <br />• Location: 13 <br />Date: 7-3-95 <br />GRAIN SIZE DISTRIBUTION TEST REPORT <br />STEEPEN ROBERTSON AND KIRSTEN (U_S_) INC_ <br />Consulting Engineers and Scientists Figure No. <br /> <br />