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LABORATORY TEST RESULTS <br />• <br />• <br />Soil Type No.- / Unified Classification S G Job No. ~oe.4 <br />Project 6EX i2oedsiode ~1,ise S/oP~ Fi//use Date 4~~G/8a <br />Test Boring No. S at S~ Depth Test by TA G/ <br />c7 <br />z <br />M <br />N <br />Q <br />a <br />F <br />z <br />w <br />v <br />w <br />w <br />c <br />1-'~" io0" Natural Moisture Content 21.7 <br />1" Specific Gravity <br />100 <br />90 <br />SO <br />70 <br />60 <br />50 <br />40 <br />30 <br />20 <br />10 <br />0 <br />100 10.0 1.0 0.1 0.01 0.001 <br />DIAMETER- (mm) <br />Sieve size % Passing <br />3/4" 78.5 <br />1/2" 7G.o <br />3/8" 7Z.9 <br />#4 s4.z <br />:*10 GLlo <br />r20 s9./ <br />;T40 s7.G <br />n 100 sS.G <br /> <br />=200 49.9 <br /> <br />~, <br />oao ss. / <br />. <br />ooS <br />o a4.D <br />. <br />Atterberg Limits: <br />Liquid Limit so.9 <br />Plastic Limit zi.z <br />P. I. 9.7 <br />Shrinkage Limit <br />Unit Weight psf <br />Void Ratio <br />Swell: <br />psf Swell <br />Volume Change <br />°,6 Moisture Increase <br />Proctor: D- x.98 <br />Optimum Moisture i4.9 q° <br />Max. Dry Density i/+C/ pcf <br />Bearing: <br />Consolidation: <br />Under <br />psf Maximum <br />psf Minimum <br />Sulfates <br />psf <br />ppm <br />ROCKY MOUNTAI N GEOTECHNICAL <br />COLORADO SPRINGS, COLORADO <br />~ • <br />u~ . <br />