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Particle Size <br />N C C C eVy <br />a, M M A iF <br />Distribution <br />(N� <br />S <br />Report <br />aa �p O O (ON� <br />iti # R ! ! A <br />100 <br />90 <br />80 <br />70 <br />�/ <br />LL <br />W 60 <br />Li Z 50 <br />W <br />V I <br />W 40 <br />(3_ <br />30 <br />20 <br />10 <br />0 <br />. <br />I <br />• <br />• <br />• <br />I • <br />I <br />I <br />I <br />■ <br />I <br />I <br />II <br />I <br />N \c,%........._ <br />I <br />I <br />— <br />500 100 10 0 1 0 01 0 001 <br />GRAIN SIZE - mm <br />% COBBLES <br />% GRAVEL <br />% SAND <br />% SILT I % CLAY <br />0.0 <br />24.8 <br />54.2 <br />21.0 <br />SIEVE <br />SIZE <br />PERCENT <br />FINER <br />SPEC. <br />PERCENT <br />PASS? <br />(X =NO) <br />Soil Description <br />Brown Clayey sand with gravel <br />Atterberg Limits <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 />#00 <br /># <br />#200 00 <br />100.0 <br />92.0 <br />88.8 <br />87.1 <br />86.4 <br />83.9 <br />81.1 <br />75.2 <br />62.7 <br />44.3 <br />38.7 <br />30.1 <br />24.0 <br />21.0 <br />PL= 21 LL= 30 P1= 9 <br />Coefficients <br />D85= 14.6 Dfi0= 1.76 D50= 1.12 <br />D30= 0.297 D15 D10 <br />Cu Cc <br />Classification <br />USCS= SC AASHTO= <br />Remarks <br />Tested by Tess /AP <br />Checked by RS <br />(no specification provided) <br />Sample No.: 7 - 125 - 32 Source of Sample: SWTP Date: 06/12/2007 <br />Location: SWTP - Elev. /Depth: 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 />