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Particle Size Distribution <br />C <br />C C C C C . O <br />oT <br />co m cu e <br />Report <br />O O O <br />O O O O 8 V O <br />E'i § #zE <br />100 <br />90 <br />80 <br />70 <br />Ct <br />W 60 <br />_Z <br />W <br />Z 50 <br />W <br />U <br />W <br />W 40 <br />a- <br />30 <br />20 <br />10 <br />0 <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 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 />1 I <br />I I <br />I <br />I <br />1 <br />I <br />I <br />I I <br />I I I <br />I I I <br />1 <br />I <br />I <br />I <br />I <br />I <br />I <br />1 <br />I <br />I <br />I <br />I <br />I <br />1 <br />i <br />1 <br />i I <br />i I <br />I I <br />I I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />\ <br />i <br />i <br />I <br />I <br />7 <br />1 <br />, <br />, <br />III <br />100 10 1 0 1 <br />GRAIN SIZE - mm. <br />0.01 0.001 <br />+3" <br />% Gravel <br />% Sand <br />% Fines <br />Coarse <br />Fine <br />Coarse <br />Medium <br />Fine <br />Silt Clay <br />8.3 <br />39.7 <br />31.9 <br />3.6 <br />6.4 <br />6.2 <br />3.9 <br />SIEVE <br />SIZE <br />PERCENT <br />FINER <br />SPEC. <br />PERCENT <br />PASS? <br />(X =NO) <br />Material Description <br />Brown poorly graded gravel with sand <br />Atterberq Limits <br />8 <br />6 <br />3 <br />2 <br />1.5 <br />1 <br />.75 <br />.5 <br />.375 <br />#4 <br />#10 <br />#20 <br />#40 <br />#50 <br />#100 <br />#200 <br />100.0 <br />98.0 <br />91.7 <br />83.2 <br />73.7 <br />63.3 <br />52.0 <br />39.3 <br />25.7 <br />20.1 <br />16.5 <br />13.2 <br />10.1 <br />7.2 <br />5.2 <br />3.9 <br />PL= NP LL= NV P1= NP <br />Coefficients <br />D90= 68.3239 D85= 54.0202 D60= 23.2943 <br />D50= 17.9274 D30= 10.4801 D15= 1.4918 <br />D10= 0.4176 C 55.78 CC- 11.29 <br />Classification <br />USCS= GP AASHTO= A -1 -a <br />Remarks <br />(no specification provided) <br />Location: N 3842760 W 10509217 <br />Sample Number: SF -33 -R Depth: 9663' Date: 12/1/2009 <br />AMEC Earth <br />& Environmental, Inc. <br />Englewood, CO <br />Client: Cripple Creek & Victor Gold Mining Company <br />Project: CC &VCQAPhase5 <br />Project No: 84201125E0 Figure SF -33 -R <br />• <br />• <br />• <br />Tested By: TDW <br />Checked By: JDH <br />