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Particle Size Distribution Report <br />o o O <br />c c c c C c- o o o o o o a o <br />tD C) N \ "�, a a `da l 7i#§• <br />100 <br />90 <br />80 <br />70 <br />cc <br />W 60 <br />Z <br />LL. <br />Z 50 <br />W <br />ce <br />w 40 <br />0 <br />30 <br />20 <br />10 <br />0 <br />' <br />r, <br />1i <br />I I I i <br />I <br />I -- Soil Liner Fill A( L <br />I <br />I <br />I <br />I <br />I <br />r -- <br />I <br />1 <br />I <br />I <br />I <br />� <br />�_ 1 <br />I <br />I <br />I <br />I <br />II <br />I °� <br />' <br />I <br />�J I-�_I <br />1 <br />1 <br />1 <br />I <br />1 <br />I <br />I 1 <br />I I <br />I 1 <br />1 <br />1 <br />I I <br />I <br />I <br />I I <br />1 1 <br />I I <br />I I I <br />I <br />I <br />1 <br />1 <br />'. 1 <br />1 1 . <br />I <br />I <br />I <br />I <br />I <br />1 <br />I <br />�I <br />" <br />I <br />`I <br />N 1 <br />I . <br />I <br />I <br />I <br />I <br />I <br />I <br />1 <br />I <br />I <br />I <br />I I <br />I I <br />I <br />II <br />I <br />I <br />II <br />1 I <br />I <br />I I <br />I I II <br />1 <br />I <br />I <br />I <br />I <br />I <br />1 <br />I I <br />I <br />I <br />1 <br />I <br />1 <br />1 <br />I <br />I <br />I <br />1 <br />I <br />1 <br />I I <br />I I <br />I <br />I <br />I <br />I <br />I <br />I <br />1 1 <br />I I <br />I I <br />I <br />I <br />I <br />I <br />I <br />1 <br />1 <br />I <br />100 10 <br />GRAIN <br />1 0 1 <br />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 />0.0 <br />11.6 <br />15.2 <br />6.4 <br />12.6 <br />10.9 <br />43.3 <br />SIEVE <br />SIZE <br />PERCENT <br />FINER <br />SPEC. <br />PERCENT <br />PASS? <br />(X =NO) <br />Material Description <br />Reddish brown clayey sand with gravel <br />Atterberg Limits <br />2.0" <br />1.5" <br />1.0" <br />.75" <br />.75" <br />.5" <br />.375" <br />#4 <br />#10 <br />#20 <br />#40 <br />#50 <br />#100 <br />#200 <br />100.0 <br />97.3 <br />93.6 <br />88.4 <br />82.1 <br />78.1 <br />73.2 <br />66.8 <br />59.8 <br />54.2 <br />52.0 <br />47.1 <br />43.3 <br />100.0 - 100.0 <br />15.0 - 65.0 <br />PL= 15 LL= 43 PI= 28 <br />Coefficients <br />D90= 20.7360 D85= 15.4858 D60= 0.8727 <br />D50= 0.2246 D30= D15= <br />D10= Cu- Cc= <br />Classification <br />USCS= SC AASHTO= A- 7 -6(7) <br />Remarks <br />Natural Moisture: 14.6% <br />Soil Liner Fill (A) <br />Location: N 49274 E 37893 <br />Sample Number: SLF - 171 - Depth: 9761 Date: 7/16/10 <br />AM EC Earth <br />& Environmental, Inc. <br />Englewood, CO <br />Client: Cripple Creek & Victor Gold Mining Company <br />Project: CC &VCQAPhase5 <br />Project No: 84201125E0 Figure SLF -171 -R <br />• <br />• <br />• <br />Tested By: BE /MIS /MMC <br />Checked By: JDH <br />