Laserfiche WebLink
• <br />• <br />• <br />100 <br />90 <br />80 <br />70 <br />60 <br />50 <br />40 <br />30 <br />20 <br />10 <br />0 <br />C C C <br />D CO N <br />100 <br />Particle Size Distribution Report <br />I <br />Low Volume Solution Collection Fill <br />10 <br />GRAIN SIZE - mm. <br />0 1 0.01 0.001 <br />% +3" <br />0.0 <br />% Gravel <br />Coarse <br />10.5 <br />Fine <br />45.7 <br />AMEC Earth <br />& Environmental, Inc. <br />Englewood, CO <br />% Sand <br />% Fines <br />Coarse <br />13.4 <br />Medium <br />13.9 <br />Fine <br />7.7 <br />Silt <br />Clay <br />8.8 <br />SIEVE <br />SIZE <br />1.0" <br />.75" <br />.375" <br />#4 <br />#10 <br />#20 <br />#40 <br />#50 <br />#100 <br />#200 <br />PERCENT <br />FINER <br />100.0 <br />89.5 <br />70.2 <br />59.4 <br />43.8 <br />30.4 <br />21.7 <br />16.5 <br />14.8 <br />11.1 <br />8.8 <br />SPEC. <br />PERCENT <br />100.0 - 100.0 <br />40.0 - 70.0 <br />5.0 - 55.0 <br />0.0 - 10.0 <br />PASS? <br />(X =NO) <br />Low Volume Solution Collection Fill <br />Location: N end of S -108 <br />Sample Number: LVSCF - 72 - <br />Depth: 3' <br />Material Description <br />Light brown poorly graded gravel with silt and sand <br />PL= NP <br />D90= 19.2751 <br />D50= 6.6022 <br />D10= 0.1139 <br />USCS= GP -GM <br />Natural Moisture: 5.9% <br />Atterberg Limits <br />LL= NP <br />P1= NP <br />Coefficients <br />D85= 17.2500 <br />D30= 1.9345 <br />C 85.22 <br />Classification <br />AASHTO= A - 1 - a <br />Remarks <br />D60= 9.7027 <br />D15= 0.3151 <br />C 3.39 <br />Date: 6/9/10 <br />Client: Cripple Creek & Victor Gold Mining Company <br />Project: CC &V CQA Phase 5 <br />Project No: 84201125E0 <br />Figure LVSCF -72 -R <br />Tested By: BE /MMC <br />Checked By: JDH <br />