Laserfiche WebLink
Particle Size Distribution Report <br />0 <br />C C C C C C o ry0 0 0 �0 0 a ° 0 <br />100 <br />90 <br />80 <br />70 <br />CL <br />W 60 <br />Z <br />L_ <br />z 50 <br />w <br />o <br />ce <br />w 40 <br />a. <br />30 <br />20 <br />10 <br />0 <br />� � <br />1 <br />1 <br />I <br />I <br />1 <br />I <br />I <br />[ <br />I <br />I <br />I <br />I <br />1 Soil Liner Fill <br />-� <br />1 \h <br />1 <br />+. <br />I <br />1 <br />I <br />I <br />1 <br />1 <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I 1 <br />I <br />I I <br />L. <br />I <br />1 <br />1 <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />1 <br />I <br />1 <br />1 <br />1 <br />I I <br />I I <br />I I <br />I I <br />I <br />I <br />I <br />I <br />IiiiN' <br />1 <br />1_1 I <br />I <br />T <br />1 <br />1 <br />1 <br />I <br />I <br />I <br />I 1 <br />I <br />I I <br />I <br />I \ <br />I <br />1 <br />I <br />.1 <br />• <br />1 <br />I <br />I <br />1 <br />1 <br />I <br />\ <br />I 1 <br />1 <br />.I 1 <br />I I . <br />I <br />I <br />1 <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 />I <br />I <br />1 <br />1 <br />1 <br />1 <br />1 1 <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />1 <br />I <br />1 <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />1 <br />I I <br />I I <br />I I <br />I I <br />1 1 <br />, <br />I <br />1 <br />I <br />I <br />I <br />1 I <br />I <br />I <br />1 <br />1 <br />1 <br />I 1 <br />r 1 <br />■ <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 />13.1 <br />19.8 <br />7.9 <br />11.0 <br />9.7 <br />38.5 <br />SIEVE <br />SIZE <br />PERCENT <br />FINER <br />SPEC. <br />PERCENT <br />PASS? <br />(X =NO) <br />Material Description <br />Brown clayey gravel with sand <br />Atterberq Limits <br />6 <br />3 <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 />100.0 <br />100.0 <br />94.0 <br />92.0 <br />86.9 <br />79.6 <br />76.1 <br />67.1 <br />59.2 <br />52.8 <br />48.2 <br />46.5 <br />42.4 <br />38.5 <br />100.0 - 100.0 <br />15.0 - 50.0 <br />PL= 18 LL= 51 P1= 33 <br />Coefficients <br />D90= 22.0853 D85= 17.3550 D60= 2.2332 <br />D50= 0.5776 D30 D15 <br />D10 Cu Cc <br />Classification <br />USCS= GC AASHTO= A- 7 -6(6) <br />Remarks <br />Natural Moisture: 11.3% <br />X Soil Liner Fill <br />Location: N 3843302 W 10509244 <br />Sample Number: SLF -38 -R Depth: 9720 Date: 5/7/2009 <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 -38 -R <br />• <br />• <br />• <br />Tested By: TW <br />Checked By: JDH <br />