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L.~'ORP.TOR]' PEST RESULTS <br />Soil Type No. _~ Unified Classification CL Job No. 31~ <br />Project ~ MINE rho. 3 Hate 8 4 SZ <br />Test Boring No. at Depth Test by ~ <br /> <br />1 <br />z <br />H <br />(n <br />(n <br />a <br />a <br />E <br />z <br />w <br />U <br />x <br />w <br />a <br />100 <br />90 <br />80 <br />70 <br />60 <br />50 <br />40 <br />30 <br />GRP.VEL SAND SILT AND CLA`l <br />- - - 0 0 <br />.~ - \~\ ~ o o ~ ~ ° Sieve Number <br />I I I I 1 I 1 I I i I <br />100 10.0 1.0 0.1 <br />DIAMETER- (mm) <br />20 <br />]0 <br />0 <br />Sieve size % Passing <br />1_ 2.. <br />1" 1GY~.0 <br />3/4 " f3~. 5 <br />1/z " 7g. q <br />3/s" 755 <br />#4 71.0 <br />#10 6/0.2 <br />#20 (ol. 2 <br />#40 ~• 5 <br /># 100 r~ • `F' <br />#zoo 51 9 <br />. 02 Mrs 35. I <br />GYj I~tr•n 7f~ Co <br />. <br />Atterberg Limits: <br />Liquid Limit ~ <br />Plastic Limit 24 <br />P. I. 14 <br />Shrinkage Limit <br />0.01 0.001 <br /> <br />Natural Moisture Content <br />Specific Gravity <br />Unit Weight <br />Void Ratio - <br />Swell: <br />psf <br />psf Swell <br />Volume Change <br />Moisture Increase <br />Proctor: D- <br />Optimum Moisture <br />Max. Dry Density <br />Bearing: <br />Consolidation: <br />Under <br />Sulfates <br />psf <br />ppm <br />• <br />ROCKY MOUNTAIN GEOTECHNICAL <br />COLORADO SPRINGS, COLORADO - <br />r <br />pcf <br />psf Maximum <br />psf Minimum <br />