Laserfiche WebLink
Particle Size Distribution Report <br />C • C O O O <br />C C G C C = - O O O O O 8 a O <br />a, m . � � a E E ii z E <br />100 <br />90 <br />80 <br />70 <br />W 60 <br />Z <br />it <br />I- <br />Z 50 <br />111 <br />U <br />cc LA.l 40 <br />d <br />30 <br />20 <br />10 <br />0 <br />i <br />I <br />I <br />Y%' �L � -- <br />i <br />I <br />I <br />I <br />I <br />.. <br />1 <br />I <br />I <br />i <br />I <br />I 1 <br />1 <br />I Soil Liner Fill <br />1 I <br />1 <br />I <br />k <br />I 1 <br />I <br />I <br />A <br />I <br />I <br />I <br />I <br />` <br />I <br />I <br />I <br />Y <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 1 <br />I <br />I <br />I <br />I <br />I <br />I <br />. I <br />Imo. <br />I <br />I <br />I <br />I <br />I <br />I 1 <br />I <br />I I <br />C <br />1 <br />1 <br />i <br />`I. <br />1. <br />I . <br />I <br />I <br />�'F <br />1 <br />1 <br />I <br />I <br />I <br />1 <br />I <br />♦ I <br />I <br />I <br />I <br />I <br />1 I <br />. 1 I <br />1 I <br />I <br />I <br />I <br />I <br />I 1 <br />I I <br />I <br />I I <br />1 II <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 />I <br />I <br />I <br />I <br />I <br />1 <br />I <br />I <br />I <br />1 <br />1 <br />1 <br />I <br />1 <br />I <br />1 <br />1 <br />I <br />I <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />I <br />I <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />100 10 1 0 1 <br />GRAIN 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 />8.4 <br />11.5 <br />7.0 <br />13.4 <br />10.2 <br />49.5 <br />SIEVE <br />SIZE <br />PERCENT <br />FINER <br />SPEC. <br />PERCENT <br />PASS? <br />(X =NO) <br />Material Description <br />Brown clayey sand with gravel <br />Atterberg Limits <br />2.0" <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 />98.8 <br />94.8 <br />91.6 <br />87.9 <br />85.8 <br />80.1 <br />73.1 <br />65.6 <br />59.7 <br />57.5 <br />52.9 <br />49.5 <br />100.0 - 100.0 <br />15.0 - 50.0 <br />PL= 17 LL= 39 Pl= 22 <br />Coefficients <br />D90= 16.1607 D85= 8.5154 D60= 0.4430 <br />D50= 0.0848 D30= D15 <br />D10 Cu Cc <br />Classification <br />USCS= SC AASHTO= A -6(7) <br />Remarks <br />Natural Moisture: 13.8% <br />Soil Liner Fill <br />Location: N 51765.5 E 37962.7 <br />Sample Number: SLF - 151 - Depth: 9785 Date: 5/19/2010 <br />AM EC 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 -151 -R <br />• <br />• <br />• <br />Tested By: AF <br />Checked By: JDH <br />