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LABORATORY TEST RESULTS <br />Soil Type No. 1- Unified Classification ~_ Job No. 3540 <br />Project _~,i?~rlFh'fF~ ~~ ~. Date 4~?1o~g2 <br />Test Boring No. at Depth Test by ~ l-G <br />100 <br />90 <br />~ 80 <br />z <br />~ 70 <br />m <br />a 60 <br />z so <br />w <br />a 40 <br />w <br />w 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 />1-~" Natural Moisture Content <br />1" Specific Gravity <br />3/4" 9a.9 Unit weight psf <br />1/2" 90.8 Void Ratio <br />3/8" 88.E Swell: <br />#4 b2.~ psf Swell <br />#10 73 5 % Volume Change <br />#20 57 ~ % Moisture Increase <br />#40 39.E Proctor: D- <br />#100 19 P' Optimum Moisture <br />#200 ~5.o Max. Dry Density pcf <br />Bearing: <br />psf Maximum <br />psf Minimum <br />Atterberg Limits: Consolidation: <br />Liquid Limit % Under psf <br />Plastic Limit Sulfates ppm <br />P. I. <br />shrinkage Limit ROCKY MOUNTAI N GEOTECHNICAL <br />COLORADO SPRINGS, COLORADO ! ~ <br />