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LABOR.?TOR~" TEST RESULTS <br />Soil Type No- 2 Unified Classification C~- Job No. 31 g( <br />Project ~~ MINE ~• 3 Date 3/482 <br />Test Boring No._ at Depth Test by ~ <br />100 <br />90 <br />~ 80 <br />z <br />~ 70 <br />a 60 <br />z 50 <br />w <br />a 40 <br />w <br />°' 3 0 <br />20 <br />10 <br />0 <br />GRAVEL SAND SILT AND CLAY <br />- - - 0 0 <br />.x~ _ ~~~ ~ 0 0 0 0 o Sieve Number <br />I I I I I I I i ~ I I <br />100 10.0 1.0 0.1 <br />DIAMETER- (mm) <br />Sieve size % Passing <br />1- 2., <br />1" <br />3 /4 " Icn, a <br />1/2" 44. `I <br />3/8" 92.0 <br />#4 8/.4 <br />#l0 78.5 <br />#20 X3.7_ <br />#40 72. I <br />#100 ~•O <br />#200 ~C(o.3 <br />.02 N~ A~4.7 <br />. m5 nMr. 3~. 3 <br />Atterberg Limits: <br />Liquid Limit 31.2 <br />Plastic Limit 18.2 <br />p, I, 13.0 <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 <br />Searing: <br />Consolidation: <br />Under <br />Sulfates <br />psf <br />ppm <br />ROCKY MOUNTAI N GEOTECHNICAL <br />COLORADO SPRINGS, COLORADO ~ <br />~~ E <br /> <br />pcf <br />psf Maximum <br />psf Minimum <br />