Laserfiche WebLink
Vi <br /> -o <br /> tL IDa� <br /> z <br /> 16 <br /> COMPACTION TEST REPORT <br /> 0 <br /> 128 <br /> m <br /> c <br /> a� <br /> •c <br /> 3 <br /> 0 <br /> •c <br /> 123 0 <br /> 0 <br /> L <br /> '3 0 <br /> c <br /> U� 118 <br /> 0 2_:` <br /> m <br /> v <br /> c <br /> 113 <br /> mINS <br /> L <br /> y <br /> O <br /> N <br /> v, ZAV for <br /> Sp.G._ <br /> 108 2.70 <br /> v <br /> m <br /> m <br /> 0 <br /> v <br /> m 103 <br /> 4)i 8 10 12 14 16 18 20 <br /> 0 <br /> Water content,% <br /> E Rock Corrected —0—-Uncorrected <br /> a? <br /> Test specification: ASTM D 698-12 Method B Standard <br /> ASTM D4718-15 Oversize Corr.Applied to Each Test Point <br /> > Elev/ Classification Nat. %> %< <br /> E Depth USCS AASHTO Moist. Sp.G. LL PI 3/8 in. No.200 <br /> 0 <br /> m Stockpile SC A-2-6(1) 2.6 37 22 15.3 23.0 <br /> a� <br /> o ROCK CORRECTED TEST RESULTS UNCORRECTED MATERIAL DESCRIPTION <br /> 0 Brown clayey sand with gravel <br /> y Maximum dry density= 121.8 pcf 116.6 pcf <br /> c Optimum moisture= 12.7% 13.8% <br /> o Project No. 475.0106.032 Client: CC&V Gold Mining Company Remarks: <br /> Project: Squaw Gulch VLF Phase 2 <br /> c_ <br /> Cn <br /> 3 0Location:Tezak Processing Plant Sample Number:NFSLF-76-C <br /> U) <br /> d <br /> OmNewFields <br /> F- Figure NFSI-F-76-Cl <br /> Tested By: TS Checked By:TW <br />