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Particle Size <br />C_ c_ C _ V N <br />10 0 N — M M i! <br />Distribution <br />O { � <br />i! <br />Report <br />� O O (� <br />i # # i! ik i! <br />100 <br />90 <br />80 <br />C'✓ <br />W 60 <br />Z <br />L <br />Z 50 <br />CC <br />W 40 <br />30 <br />20 <br />10 <br />0 <br />• <br />• <br />• <br />• <br />■ <br />I <br />1 <br />1 <br />1 <br />1 <br />• 70 <br />1 <br />1 <br />1 <br />I <br />I I <br />I <br />I <br />I <br />I <br />1 <br />1 <br />I <br />I <br />1 <br />• <br />1 <br />• <br />1 1 <br />1 <br />• <br />1 <br />• <br />1 <br />1 <br />1 1 <br />1 <br />1 1 <br />1 <br />500 100 10 1 0 1 <br />GRAIN SIZE - mm <br />0 01 0 001 <br />% COBBLES <br />% GRAVEL <br />% SAND <br />% SILT % CLAY <br />40.0 <br />18.5 <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 />Atterberg Limits <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 />97.1 <br />95.4 <br />88.3 <br />83.0 <br />74.6 <br />69.2 <br />58.5 <br />45.5 <br />36.3 <br />33.1 <br />26.9 <br />22.1 <br />18.5 <br />PL= 18 LL= 29 P1= 11 <br />Coefficients <br />D85= 21.2 D60= 5.25 D50= 2.74 <br />D30= 0.429 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 - 19 Source of Sample: SWTP Date: 06/19/2007 <br />Location: SWTP -118 Elev. /Depth: 0.0' -10.0' <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 />