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LABORATORY TEST RESULTS <br />Soil Type No. Z Unified Classification C L Job No. ioo G <br />Project GEX Roodsida M~ia .r/noa .~'a~/u~r Date -!L(~8O <br />Test Boring No. 3 at /O ~ Depth Test by TA 4/ <br /> 100 <br /> 90 <br /> ~ <br />z SO <br /> ~ 70 <br /> a 60 <br />~ Z 50 <br />~ w <br />z <br />40 <br />I w <br />°' <br />3 0 <br /> 20 <br /> 10 <br /> 0 <br /> <br />1_~„ <br />1" <br />3/4" ioo <br />1/2" 98•t <br />3/8" 9S•5 <br />#4 99.8 <br />#10 83.9 <br />#20 ~`~•3 <br />#40 7G.G <br />#100 G9•Z <br />#200 s8•z <br />. oz / sc. 3 <br />.oeS/ z/.z <br />100 10.0 1.0 0.1 <br />DIAMETER- (mm) <br />Sieve size °% Passing <br />Atterberg Limits: <br />Liquid Limit z'3.8 <br />Plastic Limit i5•~ <br />P. I. 8.0 <br />Shrinkage Limit - <br />0.01 0.001 <br />Natural Moisture Content 9.G <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 <br />Bearing: <br />Consolidation: <br />Under <br />Sulfates <br />pcf <br />psf Maximum <br />psf Minimum <br />psf <br />ppm <br />ROCKY MOUNTAI N GEOTECHNICAL <br />COLORADO SPRINGS, COLORADO ! ~ r <br />