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100 <br />90 <br />80 <br />70 <br />W <br />Z 60 <br />LL <br />Z 50 <br />W <br />U <br />W 40 <br />a <br />30 <br />20 <br />10 <br />0 <br />v-71 ,JI..11« - 111111. <br />% +3 „ % Gravel % Sand % Fines <br />Coarse Fine Coarse Medium Fine Silt <br />0.0 12.1 17.2 7.0 10.7 9.9 43.1 <br />SIEVE <br />SIZE <br />PERCENT <br />FINER <br />SPEC.* <br />PERCENT <br />PASS? <br />(X =NO) <br />2 <br />100.0 <br />1.5 <br />97.4 <br />1 <br />92.3 <br />.75 <br />87.9 <br />.5 <br />81.8 <br />.375 <br />78.3 <br />#4 <br />70.7 <br />#10 <br />63.7 <br />#20 <br />57.5 <br />#40 <br />53.0 <br />#50 <br />51.1 <br />#100 <br />47.0 <br />#200 <br />43.1 <br />Material Description <br />Brown clayey gravel with sand <br />Atterbera Limits <br />PL= 13 LL= 40 PI= 27 <br />Coefficients <br />D90= 21.8168 D85= 15.8395 D60= 1.2020 <br />D50= 0.2478 D30= D15= <br />D10= C u = C <br />Classification <br />USCS= GC AASHTO= A -6(6) <br />Remarks <br />Soil Liner Fill <br />Location: N 3843088 W 10508437 <br />Sample Number: SLF -65 -C Depth: Stockpile Date: 8/19/2009 <br />AMEC Earth Client: Cripple Creek & Victor Gold Mining Company <br />& Environmental, Inc. Project: CC &V CQA Phase 5 <br />Englewood, CO Project No: 84201125EO Figure SLF -65 -C <br />Tested By: SM /MTH Checked By: JDH <br />Particle Size Distribution Report <br />