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Of <br />W <br />Z <br />1 <br />Particle Size Distribution Report <br />VfVY11Y JILC - II1111. <br />%, +3" % Gravel % Sand % Fines <br />Coarse Fine Coarse Medium Fine Silt <br />15.3 37.1 33.9 3.1 3.7 2.6 4.3 <br />SIEVE <br />SIZE <br />PERCENT <br />FINER <br />SPEC.' <br />PERCENT <br />PASS? <br />(X =NO) <br />8 <br />100.0 <br />6 <br />93.0 <br />3 <br />84.7 <br />2 <br />70.2 <br />1.5 <br />62.9 <br />1 <br />53.2 <br />.75 <br />47.6 <br />.5 <br />33.8 <br />.375 <br />16.2 <br />#4 <br />13.7 <br />#10 <br />10.6 <br />#20 <br />8.4 <br />#40 <br />6.9 <br />#50 <br />6.3 <br />#100 <br />5.1 <br />#200 <br />4.3 <br />0.0-25.0 <br />Material Description <br />Brown well - graded gravel with clay <br />Atterbera Limits <br />PL= 16 LL= 32 P1= 16 <br />Coefficients <br />D90= 112.8574 D85= 77.0779 D60= 33.7411 <br />D50= 21.5722 D30= 11.9224 D15= 6.8849 <br />D10= 1.7860 Cu= 18.89 Cc= 2.36 <br />Classification <br />USCS= GW -GC AASHTO= A- 2 -6(0) <br />Remarks <br />Structural Fill <br />Location: STA 36+50'75'L of CL <br />Sample Number: LOBSF -I -R Depth: 10010' Date: 2/20/2009 <br />AMEC Earth & Environmental, Inc. Client: Cripple Creek & Victor Gold Mining Company <br />Project: CC &V CQA Phase 5 <br />Elko, NV <br />Tested By: SM Checked By: JDH <br />84201125EO <br />