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LABORATORY TEST RESULTS <br />Soil Type No. I Unified Classification G~- Job No. 2~~ <br />Project _ Sl.lJ6 RIB N\Ih1E Date 12~15~B1 <br />Test Boring No. at Depth Test by 13•P. <br />C7 <br />z <br />H <br />a <br />a <br />F <br />z <br />w <br />U <br />a <br />w <br />a <br />100 <br />90 <br />80 <br />7D <br />60 <br />50 <br />40 <br />30 <br />GRAVEL SAND SILT AND CLAY <br />- - - 0 0 <br />..x• _ ~\~ ~ o o ~ o o Sieve Number <br />•-+ ~ ~ ~ rn # # # # # # <br />I I I I I 1 I t i i ~ <br />100 10.0 1.0 0.1 <br />DIAMETER- (mm) <br />20 <br />10 <br />0 <br />Sieve size i~ Passing <br />1- Z' <br />1" <br />3/4" IQ7. O <br />1/2" 98.8 <br />3/s" ~.5 <br />#4 qO. T <br />#10 84:0 <br />#z o &~. 5 <br />#40 7(0.5 <br />#100 ~2•~ <br />#200 ~•4' <br />A.tterberg Limits: <br />Liquid Limit 3}•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 Weig}Zt psf <br />Void Ratio <br />Swell: <br />psf Swell <br />Volume Change <br />Moisture Increase <br />Proctor: D- <br />Opti.mum hoisture <br />Max. Dry Density <br />Bearing: <br />Consolidation: <br />Under <br />Sulfates <br />pcf <br />psf Maximum <br />psf Minimum <br />psf <br />ppm <br />