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• <br />• <br />• <br />100 <br />90 <br />80 <br />70 <br />60 <br />50 <br />40 <br />30 <br />20 <br />10 <br />0 <br />0 H N <br />100 <br />Particle Size Distribution Report <br />C <br />M <br />10 <br />0 <br />4a <br />o o b <br />o a o <br />47 Ft V <br />Low Volume Solution Collection Fill <br />GRAIN SIZE - mm. <br />01 <br />0.01 <br />0.001 <br />+3" <br />0. 0 <br />% Gravel <br />Coarse <br />5.5 <br />Fine <br />44.7 <br />AMEC Earth <br />& Environmental, Inc. <br />Englewood, CO <br />% Sand <br />Coarse <br />16.4 <br />Medium <br />16.0 <br />Fine <br />8.5 <br />% Fines <br />Silt <br />Clay <br />8.9 <br />SIEVE <br />SIZE <br />1.0" <br />.75" <br />.5" <br />.375" <br />#4 <br />#10 <br />#20 <br />#40 <br />#50 <br />#100 <br />#200 <br />PERCENT <br />FINER <br />100.0 <br />94.5 <br />78.9 <br />69.5 <br />49.8 <br />33.4 <br />23.3 <br />17.4 <br />15.5 <br />11.4 <br />8.9 <br />SPEC. <br />PERCENT <br />100.0 - 100.0 <br />40.0 - 70.0 <br />5.0 - 55.0 <br />0.0 - 10.0 <br />PASS? <br />(X =NO) <br />Low Volume Solution Collection Fill <br />Location: W end of S -111 <br />Sample Number: LVSCF -81 -R <br />Depth: 3' <br />Material Description <br />Light brown poorly graded gravel with silt and sand <br />PL= NP <br />D90= 16.6993 <br />D50= 4.7853 <br />D10= 0.1057 <br />USCS= GP -GM <br />Natural Moisture: 6.5% <br />Atterberq Limits <br />LL= NP <br />PI= NP <br />Coefficients <br />D85= 14.7583 <br />D30= 1.5550 <br />C 65.56 <br />Classification <br />AASHTO= A -1 -a <br />Remarks <br />D60= 6.9270 <br />D15= 0.2750 <br />C 3.30 <br />Date: 6/18/10 <br />Client: Cripple Creek & Victor Gold Mining Company <br />Project: CC &V CQA Phase 5 <br />Project No: 84201125E0 <br />Figure LVSCF -81 -R <br />Tested By: BE /MMC <br />Checked By: JDH <br />