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Particle Size Distribution <br />N c0 y # it <br />(° M M it <br />Report <br /># it it # V <br />100 <br />90 <br />80 <br />70 <br />CC <br />W 60 <br />Z <br />Z 50 <br />W <br />U <br />cc <br />ILI 40 <br />30 <br />20 <br />10 <br />0 <br />,\.. <br />1 <br />I <br />I <br />1 <br />I <br />i <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I I <br />I <br />I <br />I <br />, <br />1 <br />1 <br />I <br />I <br />i <br />I <br />1 <br />I <br />I <br />1 <br />1 <br />I <br />I <br />1 <br />1 <br />I <br />I <br />I I <br />1 I <br />I <br />I <br />I <br />I <br />I <br />1 <br />1 <br />I <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 1 <br />1 <br />1 <br />1 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 />0.0 <br />40.0 <br />21.6 <br />38.4 <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 />100.0 <br />98.5 <br />95.4 <br />86.2 <br />78.0 <br />66.0 <br />60.0 <br />58.2 <br />54.7 <br />52.5 <br />47.0 <br />41.9 <br />38.4 <br />PL= 21 LL= 29 P1= 8 <br />Coefficients <br />D85= 18.1 D60= 4.75 D50= 0.432 <br />D30 D15 D10 <br />Cu Cc <br />Classification <br />USCS= GC AASHTO= <br />Remarks <br />Tested by TB <br />Checked by RS <br />* (no specification provided) <br />Sample No.: 7 - 125 - 11 Source of Sample: SWTP Date: 06/19/2007 <br />Location: SWTP - 85 Elev. /Depth: 7.0' <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 - 1 <br />