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1 <br />1 <br />1 . <br />1 <br />100 <br />90 <br />80 <br />70 <br />w <br />? 60 <br />L~ <br />z 50 <br />w <br />V <br />W 40 <br />a <br />30 <br />20 <br />10 <br />0 <br />GRAIN SIZE DISTRIBUTION TEST REPORT <br />- << <br />~~ --- <br />r ~~ <br /> ~ <br />~ ~ s <br />° <br />n n ~ n <br />` ~ n <br />m n n_ _ ie i! ~ • R t i ! <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />200 100 <br /> <br />10.0 1.0 0.1 <br />GRAIN SIZE - mm <br />0.01 D.001I <br />Test % +3" % GRAVEL % SAND % FINES <br />1 O.O 22.3 56.9 20.8 <br /> <br /> <br />LL I PI I D85 I D60 I D50 I D30 D1 <br />7.94 1.11 0.47 0.148 <br />C <br />C <br />MATERIAL DESCRIPTION USCS AASHTO <br />• SILTY SAND WITH GRAVEL SM <br />Project No.: 14729 Remarks: <br />Project: SAN LUIS <br />• Location: BH-2 (/68 <br />'Date: 5-23-95 <br />CRAfN SIZE DISTRIBUTION TEST REPORT <br />STEEPEN ROBERTSON ANO KIRSTEN (U.S_) INC. <br />Consulting Engineers and Scientists Figure No. . <br />