Laserfiche WebLink
100 <br />90 <br />80 <br />70 <br />60 <br />50 <br />40 <br />30 <br />20 <br />10 <br />% +3" <br />0.0 <br />100 <br />SIEVE PERCENT <br />SIZE FINER <br />2 100.0 <br />1.5 99.6 <br />1 95.1 <br />.75 89.9 <br />.5 82.8 <br />.375 77.7 <br />#4 68.6 <br />#10 60.6 <br />#20 55.1 <br />#40 51.2 <br />#50 49.4 <br />#100 45.5 <br />#200 41.7 <br />Soil Liner Fill <br />10 <br />% Gravel <br />Coarse Fine Coarse <br />10.1 21.3 8.0 <br />SPEC. PASS? <br />PERCENT (X =NO) <br />Location: N 3843107 W 10508465 <br />Sample Number: SLF - 69 - Depth: Stockpile <br />AMEC Earth <br />& Environmental, Inc. <br />Englewood, CO <br />Particle Size Distribution Report <br />0 0 0 0 o 5 ° a 8 <br />Vt <br />Tested By: SM _ Checked By: JDH <br />GRAIN SIZE - mm. <br />Project No: 84201125E0 <br />9.5 <br />} <br />% Sand <br />Medium Fine <br />9.4 <br />0.1 <br />Client: Cripple Creek & Victor Gold Mining Company <br />Project: CC &V CQA Phase 5 <br />% Fines <br />Silt <br />41.7 <br />0.01 0 001 <br />Clay <br />Material Description <br />Brown clayey gravel with sand <br />Atterberg Limits <br />PL= 19 LL= 40 P1= 21 <br />Coefficients <br />D90= 19.1193 D85= 14.3796 D60= 1.8413 <br />D50= 0.3361 D30 D15 <br />D10= Cu= Cc= <br />Classification <br />USCS= GC AASHTO= A - 6(4) <br />Remarks <br />Date: 9/2/2009 <br />Figure SLF -69 -C <br />