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Particle Size Distribution Report <br />N (� p rp O ( 8 <br />c_ _ C_ O N ik i! a a A iF it it <br />' N — M <br />M ■ 100 <br />90 <br />80 <br />70 <br />CC <br />W 60 <br />Z <br />~ 50 <br />Z <br />W1 <br />EY <br />W 40 <br />EL <br />30 <br />20 <br />10 <br />0 <br />T <br />I <br />T <br />I <br />I <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />I <br />1 1 <br />II <br />1 <br />1 <br />I <br />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 I % CLAY <br />0.0 <br />64.5 <br />25.2 <br />10.3 <br />SIEVE <br />SIZE <br />PERCENT <br />FINER <br />SPEC. <br />PERCENT <br />PASS? <br />(X =NO) <br />Soil Description <br />Brown Poorly graded gravel with clay and sand <br />Atterberq 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 />#0 <br />#20 <br />#30 <br />#50 <br />#100 <br />#200 <br />100.0 <br />95.3 <br />91.4 <br />80.5 <br />68.7 <br />53.3 <br />44.9 <br />35.5 <br />29.7 <br />19.7 <br />17.5 <br />14.3 <br />12.0 <br />10.3 <br />PL= 19 LL= 35 P1= 16 <br />Coefficients <br />D85= 29.1 D60= 15.3 D50= 11.5 <br />D30= 2.76 D15= 0.358 D10= <br />Cu Cc <br />Classification <br />USCS= GP - GC AASHTO= <br />Remarks <br />Tested by Tess <br />Checked by RS <br />* (no specification provided) <br />Sample No.: 7 - 125 - 22 Source of Sample: SWTP Date: 06/19/2007 <br />Location: SWTP - 121 Elev. /Depth: 0.0 - 6.0' <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 />