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Particle Size Distribution <br />N E E C _ y <br />E C_ N m # <br />Report <br />y p Fro <br />iR it # V <br />100 <br />90 <br />80 <br />70 <br />�/�// <br />Y� <br />W 60 <br />Z _ <br />Z 50 <br />L1.1 <br />0 <br />W 40 <br />d <br />30 <br />20 <br />10 <br />0 <br />• <br />I <br />I <br />• <br />I <br />I I <br />1 <br />• <br />I I <br />I <br />. <br />I <br />1 <br />1 <br />1 <br />• <br />1 <br />1 1 <br />1 1 <br />1 <br />• <br />• <br />1 <br />• <br />I <br />1 <br />1 <br />1 <br />1 <br />1 <br />I <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 I % CLAY <br />0.0 <br />17.6 <br />39.4 <br />43.0 <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 />Atterberq Limits <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 />96.8 <br />96.0 <br />88.3 <br />85.7 <br />82.4 <br />77.3 <br />72.1 <br />69.8 <br />63.3 <br />54.3 <br />43.0 <br />PL= 20 LL= 30 P1= 10 <br />Coefficients <br />D 8.28 D60= 0.227 D50= 0.114 <br />D30= 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 - 31 Source of Sample: SWTP Date: 06/12/2007 <br />Location: SWTP - Elev. /Depth: 5.5' <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 />