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LABORATORY TEST RESULTS <br />Soil Type No. _~ Unified Classification SC' Job No. ~~ 08 <br />Project $fA,P ~J/NE -lflfST ~nRTi9~ ~~F9 Date <br />Test Boring No. ~ at ~-.3~ Depth Test by ~ C~ <br />C7 <br />z <br />H <br />cn <br />a <br />a <br />E <br />z <br />w <br />U <br />x <br />w <br />a <br />100 10.0 1.0 0.1 <br />DIAMETER- (mm) <br />100 <br />90 <br />80 <br />70 <br />60 <br />50 <br />40 <br />30 <br />20 <br />10 <br />0 <br />Sieve size % Passing <br />1_~~. <br />1" /oo. v <br />3/4" 8 3.! <br />1/2" ~8. ¢ <br />3/8" X3.4 <br />#4 G4.S <br />#l0 X6.4 <br />#zo s~.~ <br />#40 '~~ • G <br />#lo0 4/• 4 <br />#zoo 39. v <br />. o~ o nr~•~- s 4, ~ <br />. ooS ..,in / 5..4 <br />Atterberg Limits: <br />Liquid Limit .?8. ~ <br />Plastic Limit /6. ~ <br />P. I. /.Z.D <br />Shrinkage Limit <br />0.01 0.001 <br />Natural Moisture Content % <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 pcf <br />Bearing: <br />Consolidation: <br />Under <br />Sulfates <br />psf Maximum <br />psf Minimum <br />psf <br />ppm <br />ROCKY MOUNTAI N GEOTECHNICAL <br />COLORADO SPRINGS, COLORADO ~ <br />~ u~- . <br />