Laserfiche WebLink
100 <br />90 <br />80 <br />70 <br />60 <br />50 <br />40 <br />30 <br />20 <br />10 <br />100 <br />Particle Size Distribution Report <br />E E <br />T YT <br />I ' I <br />10 <br />co <br />GRAIN SIZE - mm. <br />8 <br />1, I <br />I <br />H <br />I <br />01 <br />f <br />0 01 0.001 <br />% +3" <br />0.0 <br />%Gravel <br />Coarse Fine <br />12.1 17.2 <br />%Sand %Fines <br />Coarse Medium Fine Silt Clay <br />7.0 10.7 9.9 43.1 <br />SIEVE PERCENT SPEC. PASS? <br />SIZE FINER PERCENT (X=NO) <br />2 <br />1.5 <br />1 <br />.75 <br />.5 <br />.375 <br />#4 <br />#10 <br />#20 <br />#40 <br />#50 <br />#100 <br />#200 <br />100.0 <br />97.4 <br />92.3 <br />87.9 <br />81.8 <br />78.3 <br />70.7 <br />63.7 <br />57.5 <br />53.0 <br />51.1 <br />47.0 <br />43.1 <br />Soil Liner Fill <br />Location: N 3843088 W 10508437 <br />Sample Number: SLF-65-C Depth: <br />AMEC Earth <br />& Environmental, Inc. <br />Englewood, CO <br />Stockpile <br />Material Description <br />Brown clayey gravel with sand <br />Atterberq Limits <br />PL= 13 LL= 40 P1= 27 <br />Coefficients <br />D90= 21.8168 D85= 15.8395 D60= 1.2020 <br />D50= 0.2478 D30= D15= <br />D10= C C <br />Classification <br />USCS= GC AASHTO= A-6(6) <br />Remarks <br />Client: Cripple Creek & Victor Gold Mining Company <br />Project: CC&V CQA Phase 5 <br />Project No: 84201125E0 <br />Date: 8/19/2009 <br />Figure SLF-65-C - <br />Tested By: SM/MTH <br />Checked By: JDH <br />