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1 <br /> <br /> <br /> <br />t <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />1 <br /> <br />i <br /> <br /> <br /> <br /> <br />GRAIN SIZE DISTRIBUTION TEST REPORT <br />_= == <br />~ ~ H o 0 3 $ S 8 <br />r n <br />100 '^ n aL ~n ~n r ~ ~ r ~~ <br />90 <br />80 <br />70 <br />50 <br />50 <br />w <br />U <br />w a0 <br />d <br />30 <br />20 <br />t0 <br />0 <br />200 100 10.0 1.0 0.1 0.01 0.00 <br />GRAIN SIZE - mm 1 <br />Tesi e +3" e GRAVEL ~ e SAND a SILT 7 CLAY <br />1.113 0.0 0.0 I 92.5 6.3 ~ 1.2 <br /> I <br />I I <br />I <br />~ LL PI D85 060 050 030 015 010 Oc Cu <br />,•~ 0.300 ~ 0.207 ~ 0.185 0.145 0.107 0.0890 t.13 2.3 <br /> i ~ ~ <br />I I <br />IfATERIAL DESCRIPTION ~ USCS AASHTO <br />• poorly graded SAND w/silt S?-SM <br />+ <br />j <br />I <br />I Project No.: 5461.1 <br />Prvject; CASH MINE <br />• Location: North Delta/Beach, (Sample SH-2) <br /> <br /> <br />Date: 6/8/98 ~ Remarks: <br />As-received moisture <br /> <br />^_ontent : 33.1:. from <br />total Shelby tube wts. <br />Specific gravity est. <br /> GRAIN SIZE DISTRIBUTION TEST REPORT <br />Knight P i eso I d LLC <br />Figure No. <br />