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Particle Size Distribution <br />C C C C O ( 0 <br />fD t7 N .- n \ cl a ik 7i <br />Report <br />8 <br />O vO c0p '4 { 0 0 <br />ii it § ik F <br />100 <br />90 <br />80 <br />70 <br />W <br />W 60 <br />Z <br />LT_ <br />I- <br />Z 50 <br />U_I <br />(3 <br />fY 40 <br />W <br />0 <br />30 <br />20 <br />10 <br />0 <br />I <br />I <br />L <br />� <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />1 <br />' <br />I <br />i <br />I <br />I <br />I <br />I <br />1 <br />I <br />I <br />I 1 <br />1 I <br />I I <br />I I <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 />i <br />I <br />I <br />I <br />I <br />I <br />I I <br />I I <br />1 <br />I <br />1 <br />, <br />I <br />' <br />I <br />I <br />I <br />I <br />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 />' <br />I <br />I <br />I <br />II <br />I <br />II <br />I I I <br />I I I <br />I I I <br />' '' <br />I <br />I <br />I <br />I <br />' <br />I <br />I <br />I <br />I <br />1 <br />I <br />� <br />I <br />I <br />I <br />I <br />I <br />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 />I I <br />I I <br />i I <br />i <br />I <br />I <br />I <br />I <br />1 <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I I <br />I I <br />I <br />1 I I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I I I <br />I I <br />I <br />I <br />I <br />, ' <br />100 1b <br />GRAIN <br />1� � `� 01 0.01 0.001 <br />SIZE - mm. <br />% Gravel <br />% Sand <br />% Fines <br />% +3" <br />Coarse <br />Fine <br />Coarse Medium Fine <br />Silt Clay <br />15.4 <br />55.8 <br />28.7 <br />0.1 <br />SIEVE <br />SIZE <br />PERCENT <br />FINER <br />SPEC. <br />PERCENT <br />PASS? <br />(X =NO) <br />Material Description <br />Light Brown poorly graded gravel <br />Atterberg Limits <br />8 <br />6 <br />3 <br />2 <br />1.5 <br />1 <br />. 75 <br />.5 <br />.375 <br />#4 <br />#8 <br />#16 <br />#30 <br />#50 <br />#100 <br />#200 <br />100.0 <br />98.4 <br />84.6 <br />70.7 <br />56.6 <br />43.1 <br />28.8 <br />14.4 <br />0.1 <br />0.1 <br />0.1 <br />0.1 <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />PL= NP LL= NP PI= NP <br />Coefficients <br />D90= 94.0343 D85= 77.2798 D60= 41.1056 <br />D50= 31.2163 D30= 19.5774 D15= 12.8623 <br />D10= 11.6263 C 3.54 C - 0.80 <br />Classification <br />USCS= GP AASHTO= A - - <br />Remarks <br />Point load tensile strength: 11,138 psi. <br />(no specification provided) <br />Location: N 3842791 W 10509209 Date: 11/21/2009 <br />Sample Number: UFM - - Depth: 9730' <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 UFM -1 -R <br />• <br />• <br />• <br />Tested By: TW /SM <br />Checked By: TW <br />