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<br /> <br />LABORATORY TEST RESULTS <br />Soil Type No. Z Unified Classification NT Job No. 3r-~ <br />Project L7~G+~FI~TER CL?11- CO. Date 4~ZG~B2 <br />Test Borinq No. at Depth Test by BP l~G <br />100 <br />90 <br />~ 80 <br />z <br />y 70 <br />m <br />a 60 <br />z so <br />w <br />a 40 <br />w <br />°' 3 0 <br />100 10.0 1.0 0.1 0.01 0.001 <br /> DIAMETER- (mm) <br />Sieve size % Passing <br />1-U," Natural Moisture Content % <br />1" Specific Gravity <br />3/4" ~ Unit Weight psf <br />1/2" % . 3 Void Ratio <br />3/8" 94. 8 Swell: <br />#4 `~ ~ psf Swell <br />#10 Si. (o % Volume Change <br />#20 X7. 5 % Moisture Increase <br />#40 50. o Proctor: D- <br />#100 24. 9 optimum Moisture % <br />#200 X8 .0 Max. Dry Density pcf <br /> Bearing: <br /> psf Maximum <br /> psf Minimum <br />20 <br />10 <br />0 <br />Atterberg Limits: <br />Liquid Limit _ <br />Plastic Limit _ <br />P. I. <br />Shrinkage Limit <br />Consolidation: <br />% Under psf <br />Sulfates <br />ppm <br />ROCKY MOUNTAI N GEOTECHNICAL <br />COLORADO SPRINGS, COLORADO ~ <br />r <br />