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LABORATORY TEST RESULTS <br />Soil Type No. 1- Unified Classification GM <br />Project GEX CDLCQ~,L?7, IP1G. <br />Test Boring No. at <br />100 <br />90 <br />~ 80 <br />Z <br />N 70 <br />a 60 <br />z 50 <br />w <br />~ 40 <br />W <br />°' 30 <br />20 <br />10 <br />0 <br />100 <br />Depth <br />Job No. I~ <br />Date ~ 15 AI <br />Test by ~ <br />GRAVEL SAND SILT AND CLAY <br />- 0 0 <br />,~ - \\\ ~ o o ~ o o Sieve Number <br />ti .-+ t+1 ti rn # # # # # # <br />I 1 1 I I I I I I I I <br /> <br /> I <br /> <br /> <br /> <br /> <br /> <br /> i i ~ , <br /> i i i i <br /> <br /> <br /> i _ _ <br /> i <br /> _ r _ <br /> <br /> <br /> <br /> i <br /> <br /> i ~ <br />10.0 1.0 0.1 0.01 0.001 <br />DIAMETER- (mm) <br />Sieve size % Passing <br />1_~,~ <br />1" IGYJ <br />3/4" 66.1 <br />1 /2 " '~3.'S <br />3 /8 " 53.3 <br />#4 4~0. I <br />#10 ~• ~ <br />#20 ~•Z <br />#40 32.4 <br />#100 I~•2 <br />#200 13.0 <br />.023 7.0 <br />X54 5.2 <br />Atterberg Limits: <br />Liquid Limit PIP <br />Plastic Limit <br />P. I. <br />Shrinkage Limit <br />Natural Moisture Content <br />Specific Gravity <br />Unit weight psf <br />Void Ratio <br />Swell: <br />psf Swell <br />Volume Change <br />Moisture Increase <br />Proctor: D- <br />Optimum Moisture <br />Max. Dry Density pcf <br />Bearing: <br />4Cr70 psf Maximum <br />~ psf Minimum <br />Consolidation: <br />Under psf <br />Sulfates LOY.~ <br />