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Particle Size <br />� c _ <br />c c - N C <br />N n 4 <br />Distribution <br /># <br />Report <br />0 0 � <br />iR it it # it <br />100 <br />90 <br />80 <br />70 <br />N <br />LL <br />W 60 <br />Z <br />LT <br />Z 50 <br />W <br />0 <br />W 40 <br />a <br />30 <br />20 <br />10 <br />0 <br />, <br />1 <br />• <br />1 <br />1 <br />I 1 <br />1 <br />1 <br />1 <br />I <br />1 <br />1 1 <br />1 <br />1 <br />• <br />1 <br />1 <br />1 1 <br />• <br />1 <br />1 <br />1 1 <br />• <br />• <br />1 <br />1 <br />• <br />• <br />1 <br />1 <br />1 1 <br />1 1 <br />1 <br />1 <br />1 <br />500 100 10 1 0 1 0 01 0 001 <br />GRAIN SIZE - mm <br />% COBBLES <br />% GRAVEL <br />% SAND <br />% SILT % CLAY <br />3.1 <br />49.2 <br />22.7 <br />25.0 <br />SIEVE <br />SIZE <br />PERCENT <br />FINER <br />SPEC. <br />PERCENT <br />PASS? <br />(X =NO) <br />Soil Description <br />Brown Clayey gravel with sand <br />Atterberq Limits <br />6 in. <br />3 in. <br />2 in. <br />1.5 in. <br />1.0 in. <br />.75 in. <br />.5 in. <br />.375 in. <br />#4 <br />#10 <br />#20 <br />#30 <br />#50 <br />#100 <br />#200 <br />100.0 <br />96.9 <br />88.8 <br />81.1 <br />67.9 <br />60.8 <br />53.5 <br />51.1 <br />47.7 <br />42.8 <br />37.3 <br />35.3 <br />31.6 <br />28.5 <br />25.0 <br />PL= 20 LL= 30 P1= 10 <br />Coefficients <br />D85= 43.6 D60= 18.4 D50= 7.78 <br />D30= 0.210 D15 D10 <br />Cu— Cc= <br />Classification <br />USCS= GC AASHTO= <br />Remarks <br />Tested by Tess <br />Checked by RS <br />(no specification provided) <br />Sample No.: 7 - 125 - Source of Sample: SWTP Date: 06/19/2007 <br />Location: SWTP - Elev. /Depth: 8.0' <br />Smith Williams Consultants <br />Client: Cripple Creek and Victor Gold Mining Company <br />Project: Valley Leach Facility- Phase 5 Geotechnical Engineering <br />Project No: 1125 Sample Number 7 - 125 - <br />