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<br />(X=NO) <br />2 in. 100.0 <br />1.5 in. 97.4 <br />1.0 in. 90.8 <br />.75 in. 84.6 <br />.5 in. 74.5 <br />.375 in. 66.9 <br />#4 44.6 <br />#10 36.3 <br />#20 28.3 <br />#30 25.6 <br />#50 20.6 <br />#100 16.9 <br />#200 14.2 <br />Soil Desolation <br />Brown Silty gravel with sand <br />Atterbers~ Limits <br />PL= 20 LL= 13 P1= 33 <br />Coefficients <br />D85= 19.4 D60= 7.72 D50= 5.76 <br />D30= 1.02 D15= 0.0933 D10= <br />Cu= Cc= <br />Classification <br />USCS= GM AASHTO= <br />Remarks <br />Tested by TB <br />Checked by RS <br />" (no specification provided) <br />Sample No.: 7-125-23 Source of Sample: SWTP Date: 06/19/2007 <br />Location: SWTP-122 Elev./Depth: 0.0'-10.0' <br />Client: Cripple Creek and Victor Gold Mining Company <br />Smith Williams Consultants Project: Valley Leach Facility- Phase 5 Geotechnical Engineering <br />Pro ect No: 1125 Sam le Number 7-125-23 <br />

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