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Particle Size Distribution Report <br />• 0 0 <br />C G C . C \0 0 ( 0 N 0 0 {0p 0 C <br />t0 M N ._ n \ # # <br />0 <br />( 0 <br /># <br />• <br />�0 <br />90 <br />80 <br />70 <br />tl.l 60 <br />Z <br />iL <br />Z 50 <br />0 <br />W 40 <br />30 <br />20 <br />10 <br />0 <br />I <br />I <br />I <br />I <br />I I <br />I I <br />I 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 I <br />I I I <br />I I <br />e m <br />1 <br />I <br />I <br />I <br />I <br />I <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 />I <br />I <br />I <br />I <br />I <br />I <br />I I <br />I I <br />I I I <br />I I I <br />I I I <br />I <br />I <br />1 <br />I <br />I <br />I <br />I <br />I <br />I <br />I I <br />I <br />1 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 <br />I <br />I <br />I <br />I I I <br />I 1 I <br />I I I <br />I I I <br />M <br />I <br />I <br />ilia <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I I <br />1 <br />I <br />I <br />1 <br />1 <br />I I I <br />1 <br />I <br />I <br />I <br />I <br />1 1 <br />I 1 <br />1 I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I I I <br />■ I <br />I I I <br />I I <br />II <br />1 <br />• <br />i <br />• <br />i <br />I <br />mil <br />1 <br />1 1 <br />1 <br />1 <br />1 <br />1 <br />I <br />1 1 <br />1 1 <br />1 1 <br />I <br />I I I <br />I I <br />1 1 <br />1 1 <br />I <br />1 <br />1 <br />I <br />I I <br />1 I <br />1 1 <br />I I <br />MIMI <br />1 <br />1 <br />I <br />1 I <br />I I 1 <br />1 1 1 <br />I I <br />I <br />I 1 <br />I <br />I <br />1 <br />I I <br />I I <br />I I <br />I I <br />1 <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 />47.1 <br />17.1 <br />15.1 <br />4.5 <br />10.6 <br />3.9 <br />1.7 <br />SIEVE <br />SIZE <br />PERCENT <br />FINER <br />SPEC.' <br />PERCENT <br />PASS? <br />(X =NO) <br />Material Description <br />Brown well - graded gravel with sand <br />Atterberq Limits <br />24.0" <br />12.0" <br />8.0" <br />6.0" <br />2.0" <br />2.0" <br />1.5" <br />1.0" <br />.75" <br />s" <br />.375" <br />#4 <br />#10 <br />#20 <br />#40 <br />#50 <br />#100 <br />#200 <br />100.0 <br />88.7 <br />75.3 <br />58.9 <br />52.9 <br />48.1 <br />44.6 <br />38.2 <br />35.8 <br />32.2 <br />26.6 <br />20.7 <br />16.2 <br />10.8 <br />5.6 <br />4.9 <br />3.2 <br />1.7 <br />PL= NP LL= NV PI= NP <br />Coefficients <br />D90= 324.9068 D85= 260.7979 D60= 155.9990 <br />D50= 58.0260 D30= 11.2864 D15= 1.6097 <br />D10= 0.7728 C 201.87 C 1.06 <br />Classification <br />USCS= GW AASHTO= A -1 -a <br />Remarks <br />(no specification provided) <br />Location: N 52068 E 38203 <br />Sample Number: SF - 41 - Depth: 9781' Date: 3/25/2010 <br />AM EC Earth <br />& Environmental, Inc. <br />Englewood, CO <br />Client: Cripple Creek & Victor Gold Mining Company <br />Project: CC&V CQA Phase 5 <br />Project No: 84201125E0 Figure SF -41 -R <br />• <br />• <br />• <br />Tested By: JDH/TW /BM /AF /MC <br />Checked By: JDH <br />