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100 <br />90 <br />80 <br />70 - <br />60 <br />50 <br />40 - <br />30 <br />20 <br />10 <br />% +3" <br />co <br />■ I <br />100 <br />Select Structural Fill <br />Location: N 48692.6 E 36145.9 <br />Sample Number: P - SSF - - <br />Particle Size Distribution Report <br />10 <br />% Gravel <br />Coarse Fine <br />0.0 37.3 34.6 <br />AMEC Earth <br />& Environmental, Inc. <br />Englewood, CO <br />SIEVE PERCENT SPEC. PASS? <br />SIZE FINER PERCENT (X =NO) <br />3.0" 100.0 <br />2.0" 97.7 <br />1.5" 94.7 <br />1.0" 76.7 <br />.75" 62.7 <br />.5" 45.4 <br />.375" 38.4 <br />#4 28.1 <br />#10 20.4 <br />#20 15.1 <br />#40 11.8 <br />#50 10.5 <br />#100 8.0 <br />#200 6.3 <br />100.0 - 100.0 <br />Depth: 9455' <br />Tested By: BE _ - Checked By: JDH <br />GRAIN SIZE - mm. <br />5.5 <br />% Sand <br />Coarse Medium Fine <br />7.7 8.6 <br />L Project No: 84201125E0.A600 <br />0 0 <br />0 a 0 <br />0.1 <br />Client: CC &V Gold Mining Company <br />Project: Process Solution Enhancement System <br />0 01 0.001 <br />% Fines <br />Silt <br />6.3 <br />Select Structural Fill <br />Clay <br />Material Description <br />Dark Brown poorly graded gravel with silt and sand <br />PL= NP <br />D90= 33.2248 <br />D50= 14.4064 <br />D10= 0.2584 <br />USCS= GP -GM <br />Atterberq Limits <br />LL= NP <br />Remarks <br />Natural Moisture = 3.7 % <br />P1= NP <br />Coefficients <br />D85= 29.8206 <br />D30= 5.5606 <br />C 69.71 <br />Classification <br />AASHTO= A -1 -a <br />D60= 18.0141 <br />D15= 0.8379 <br />C 6.64 <br />Date: 6/12/2012 <br />Figure P- SSF -3 -R <br />