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• <br />• <br /> <br /> Particle Size Distribution Report <br /> C C C 'f <br />ID 3 0 0 0 O V 8N <br />vi # <br /> 100 .\ Soil Liner Fill <br /> 90 <br /> 80 <br /> 70 <br /> <br />W 60 `. <br />Z <br />\ <br />LL \ <br />Z 50 <br /> <br /> <br /> <br />W 40 <br />d ; <br /> <br />30 . <br /> 20 <br /> 10 <br /> 0 <br /> 100 10 1 0.1 0.01 0.001 <br /> G RAIN 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 /> <br /> <br /> <br /> <br /> <br /> Atterberg Limits <br /> PL= 18 LL= 47 PI= 29 <br /> <br /> D90= 22.1148 D85= 16.6384 D60= 1.5970 <br /> D50= 0.4512 D30= D15= <br /> D10= Cu= Cc= <br /> Classification <br /> <br /> <br /> Remarks <br /> Soil Liner Fill <br /> Location: N 3 843669 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 Samp le No. LOBSLF-I-R <br />SIEVE <br />SIZE PERCENT <br />FINER SPEC." <br />PERCENT PASS? <br />(X=NO) <br />2 100.0 100.0 - 100.0 <br />1.5 98.9 <br />1 92.2 <br />.75 87.6 <br />.5 79.9 <br />.375 76.4 <br />#4 69.9 <br />#10 62.0 <br />#20 54.6 <br />#40 49.6 <br />#50 47.8 <br />#100 43.7 <br /> <br /> <br /> <br /> <br />200 <br /> <br /> <br /> <br />9.9 <br /> <br /> <br /> <br />5.0 - 50.0 Material Description <br />Brown clayey gravel with sand <br />Coefficients <br />USCS= GC AASHTO== A-7-6(6) <br /> <br />IF <br />Tested By: DH/SM Checked By: