Laserfiche WebLink
Particle Size Distribution <br />C C C C . O C- D O <br />to CI N ,' N- r \ ih a # <br />Report <br />N O O y O �0 8 V 0 0 <br /># E ii E IT IT <br />100 <br />90 <br />80 <br />70 <br />CL <br />W 60 <br />Z <br />LL <br />~ 50 <br />Z <br />W <br />U <br />CC <br />W 40 <br />El_ <br />30 <br />20 <br />10 <br />0 <br />Y / <br />rt <br />ti ' <br />I <br />I <br />i <br />i <br />Soil Liner Fill <br />,i <br />r, 1 <br />1 <br />s. T, <br />I <br />I <br />� <br />I � <br />i <br />I <br />I <br />I <br />I <br />I <br />'h, <br />1 <br />I <br />1 <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I I <br />I I <br />I <br />I <br />I <br />I <br />i <br />I <br />I <br />I <br />I <br />'.1 <br />1 <br />I.. <br />I <br />- <br />\ �r <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I I <br />I I <br />I I <br />I <br />I <br />I <br />I <br />I I <br />I I <br />I I <br />I I <br />I <br />I <br />I I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I I <br />I I <br />I I <br />I I <br />I I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <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 />3.0 <br />11.4 <br />7.2 <br />14.2 <br />17.3 <br />46.9 <br />SIEVE <br />SIZE <br />PERCENT <br />FINER <br />SPEC. <br />PERCENT <br />PASS? <br />(X =NO) <br />Material Description <br />Reddish brown sandy lean clay <br />Atterberg Limits <br />1.5" <br />1.0" <br />.75" <br />5" <br />.375" <br />#4 <br />#10 <br />#20 <br />#40 <br />#50 <br />#100 <br />#200 <br />100.0 <br />98.2 <br />97.0 <br />94.1 1 <br />92.2 <br />85.6 <br />78.4 <br />70.7 <br />64.2 <br />61.7 <br />55.8 <br />46.9 <br />15.0 - 50.0 <br />PL= 17 LL= 38 P1= 21 <br />Coefficients <br />D90= 7.3889 D85= 4.4673 D60= 0.2374 <br />D50= 0.0939 D30= D15 <br />D10 Cu Cc <br />Classification <br />USCS= SC AASHTO= A -6(6) <br />Remarks <br />Natural Moisture: 13.9% <br />Soil Liner Fill <br />Location: N 51422.8 E 37884.7 <br />Sample Number: SLF -150 -R Depth: 9730.5 Date: 5/19/2010 <br />AMEC Earth <br />& Environmental, Inc. <br />Englewood, CO <br />Client: Cripple Creek & Victor Gold Mining Company <br />Project: CC &V CQA Phase 5 <br />Project No: 84201125E0 Figure SLF -150 -R <br />• <br />• <br />• <br />Tested By: AF <br />Checked By: JDH <br />