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LP.BORATOP.Y TEST RESULTS <br />Soil Type No. I Unified Classification Gt- Job No. 27~~ <br />'Project t/I.VE 'RIP~..~f.J MINA Date ~~16~81 <br />Test Boring No. at Depth Test by ~•Q " <br />z <br />H <br />Q <br />a <br />E <br />z <br />w <br />u <br />ct <br />w <br />w <br />Atterberg Limits: <br />Liquid Limit 31•I <br />Plastic Limit IS•4• <br />~ P . I . 12.'7 <br />Shrinkage Limit - <br />0.01 0.001 <br />Natural Moisture Content <br />Specific Gravity <br />Unit Weight psf <br />Void Ratio <br />Swell: <br />psf Swell <br />°a Volume Change <br />°,6 Moisture Increase <br />Proctor: D- <br />Optimum Moisture <br />Max. Dry Density pcf <br />Bearing: <br />psf Maximum <br />psf Minimum <br />Consolidation: <br />Under psf <br />Sulfates ppm <br />1_y,~ <br />1" <br />3/4" IQ7. O <br />1/2 ~~ 98.8 <br />3/s ~~ 95.5 <br />n4 9o.-r <br />n10 84:6 <br />n20 r~.5 <br />40 7G.5 <br />n 100 ~2•~ <br />nzo0 ~•4- <br /> <br />Sieve size % Passing <br />GP.AVEL SAND SILT AND CLAY <br />- - - o 0 <br />,~ \\\ ~ ~ o 0 0 o Sieve Number <br />1 I I I I l t t I I I <br />i <br />I <br />100 10.0 1.0 0.1 <br />DIAMETER- (mm) <br />100 <br />90 <br />so <br />~o <br />60 <br />50 <br />40 <br />30 <br />20 <br />10 <br />0 <br />