Laserfiche WebLink
a� <br /> U- <br /> 3 <br /> a� <br /> z <br /> COMPACTION TEST REPORT <br /> 0 <br /> 145 <br /> m <br /> c <br /> •c <br /> 3 <br /> 0 <br /> 135 <br /> 0 <br /> t <br /> 3 <br /> c <br /> 125 0 <br /> U U <br /> 7 fl- <br /> O <br /> N C <br /> O <br /> c 115 <br /> o ZAV for <br /> N Sp.G._ <br /> 2.65 <br /> 0 <br /> a� <br /> 105 <br /> -o <br /> a� <br /> 0 <br /> 0 <br /> -0 <br /> 95 <br /> 8 9.5 11 12.5 14 15.5 17 <br /> Water content,% <br /> E --e—-Rock Corrected --o---Uncorrected <br /> a� <br /> Test specification: ASTM D 1557-12 Method C Modified <br /> w ASTM D4718-15 Oversize Corr.Applied to Each Test Point <br /> Elev/ Classification Nat. %> %< <br /> 0 <br /> Depth USCS AASHTO Moist. Sp.G. LL PI 314 in. No.200 <br /> am <br /> 16 Stockpile SC A-2-7(2) 2.65 46 33 12.4 25.0 <br /> a� <br /> o ROCK CORRECTED TEST RESULTS UNCORRECTED MATERIAL DESCRIPTION <br /> Maximum dry density= 122.6 pcf 118.3 pcf <br /> Brown clayey sand with gravel <br /> c Optimum moisture= 11.4% 12.3 % <br /> a Project No. 475.0106.032 Client: CC&V Gold Mining Company Remarks: <br /> Project: Squaw Gulch VLF Phase 2 <br /> c_ <br /> N <br /> 5 0Location:Tezak Processing Plant Sample Number:NFSLF-79-C <br /> 0 <br /> aD <br /> "NewFields <br /> H Figure NFSLF-79- <br /> Tested By: JB Checked By:TW <br />