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LABORATORY TEST RESULTS <br />• <br />Soil Type No. / Unified Classification ML Job No. /022 <br />P ro j e c t GEX of~ii~s +~rd t+lc.'~.-ia B~.%a/ ~o D ate S~?~Bo <br />Test Boring No. ~ at S ~ Depth Test by R~ B <br />c~ <br />z <br />m <br />a <br />G <br />E <br />z <br />U <br />C <br />L7 <br />L <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 9° Passing <br />1_iz„ <br />1" <br />3/4" <br />1/2" <br />3/8" <br />#4 ioo <br />X10 S'9.a <br />T20 99. 7 <br />X40 `J9•s <br />*100 9z•/ <br />T200 ~~ <br />.o L/ 59.8 <br />.ooGS 26~R <br />.0043 2~~9 <br />Atterberg Limits: <br />Liquid Limit zs:a <br />Plastic Limit 2Z•o <br />P. I. i•Z <br />Shrinkage Limit <br />0.01 0.001 <br />Natural Moisture Content i4./ /° <br />Specific Gravity <br />Unit Weight psf <br />Void Ratio <br />Swell: <br />Proctor: D- <br />Optimum Moisture _ <br />Masc. Dry Density , <br />Bearing: <br />iooo <br />psf Swell <br />Volume Change <br />Moisture Increase <br />pcf <br />psf Maximum <br />psf Minimum <br />Consolidation: <br />Under psf <br />Sulfates soc• ppm <br />i <br />ROCKY MOUNTAIN GEOTECHNICAL <br />COLORADO SPRINGS. COLORADO ~ <br />uA . <br />