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LABOFL~ITORY TEST RESULTS <br />Soil Type No. 2 Unified Classification Job No. 27q~o <br />~roject ~1E *Z~.1 Mit`lE Date IZ~15~B1 <br />Test Boring A'o. at Depth Test by ~•P <br />z <br />H <br />a <br />F <br />z <br />w <br />U <br />a <br />w <br />a <br />GRAVEL SAND SILT AI~TD CLAY <br />- - - 0 0 <br />..x• - ~~~ ~ o o ~ o o Sieve Number <br />I I t l l 1 ~I I ~ i t <br />I I <br />I <br />I I I <br />100 10.0 1.0 0.1 <br />DIAMETER- (mm) <br />100 <br />90 <br />80 <br />70 <br />60 <br />50 <br />40 <br />30 <br />20 <br />10 <br />0 <br />Sieve size % Passing <br />1-I=,~ <br />1" <br />3/4" IG~.O <br />1/z" 9G.5 <br />3/8" 92.5 <br />n4 ~, 5 <br />r 10 FA• I <br />' n20 '7(0.7 <br />40 X4.3 <br />P <br />100 ~• I <br />I <br />n200 ~'~•7 <br /> <br /> <br /> <br />Atterberg Limits: <br />Liquid Limit 2(0~ ~ <br />Plastic Limit I(o.3 <br />P. I. q•7 <br />i Shrinkage Limit <br /> <br />0.01 <br />Natural Moisture Content <br />Specific Gravity <br />Unit weight <br />Void Ratio <br />Swell: <br />0.001 <br />_ psf <br />psf Swell <br />Volume Change <br />Moisture Increase <br />Proctor: D- <br />Optimum Moisture <br />biax. Dry Density pcf <br />Bearing: <br />Consolidation: <br />Under <br />Sulfates <br />ppm <br />ROCKY MOUNTAI N GEOTECHNICAL <br />COLORADO SPRINGS, COLORADO ~ <br />I u~ . <br />psf Maximum <br />psf Minimum <br />psf <br />