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100 <br />90 <br />80 <br />70 <br />60 <br />50 <br />40 <br />30 <br />20 <br />10 <br />Particle Size Distribution Report <br />Sod Liner Fill <br />100 10 1 0.1 0.01 0.001 <br />GRAIN SIZE - mm <br />% +3" % Gravel % Sand % Fines <br />Coarse Fine Coarse Medium Fine Silt Clay <br />0.0 12.4 17.7 7.9 12.4 9.7 39.9 <br />SIEVE <br />SIZE <br />PERCENT <br />FINER <br />SPEC.` <br />PERCENT <br />PASS? <br />(X =NO) <br />2 <br />100.0 <br />100.0 - 100.0 <br />1.5 <br />98.9 <br />1 <br />92.2 <br />.75 <br />87.6 <br />.5 <br />79.9 <br />.375 <br />76.4 <br />#4 <br />69.9 <br />#10 <br />62.0 <br />#20 <br />54.6 <br />#40 <br />49.6 <br />#50 <br />47.8 <br />#100 <br />43.7 <br />#200 <br />39.9 <br />15.0-50.0 <br />Material Description <br />Brown clayey gravel with sand <br />Atterberg Limits <br />PL= 18 LL= 47 PI= 29 <br />Coefficients <br />D90= 22.1148 D85= 16.6384 D60= 1.5970 <br />D50= 0.4512 D30= D15= <br />D10= CU= CC= <br />Classification <br />USCS= GC AASHTO= A- 7 -6(6) <br />Remarks <br />Soil Liner Fill <br />Location: N 3843669 W 10509294 <br />Sample Number: LOBSLF -I -R Depth: 10033' Date: 4/10/2009 <br />AMEC Earth & Environmental, Inc. Client: Cripple Creek & Victor Gold Mining Company <br />Project: CC &V CQA Phase 5 <br />Elko, NV Project No: 84201125EO Sample No. LOBSLF -I -R <br />Tested By: DH /SM Checked By: <br />