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Ui <br /> a) <br /> iL <br /> 3 <br /> z <br /> COMPACTION TEST REPORT <br /> 0 <br /> 125 <br /> m <br /> c <br /> m <br /> .c <br /> 3 ° <br /> L <br /> 120 <br /> 0 <br /> 3 <br /> c <br /> 115 ° <br /> U <br /> 7 <br /> O - <br /> L N <br /> C <br /> °a ZAV for <br /> Sp.G. _ <br /> 110 2.65 <br /> m <br /> t <br /> 0 <br /> m <br /> L <br /> y <br /> 105 <br /> a <br /> a> <br /> w <br /> m <br /> 0 <br /> -0 <br /> at 100 <br /> m 6 8 10 12 14 16 18 <br /> a <br /> Water content,% <br /> E --o— —-Rock Corrected --0—-Uncorrected <br /> m <br /> Test specification: ASTM D 1557-12 Method C Modified <br /> 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 3/4 in. No.200 <br /> w Stockpile GC A-2-6(1) 2.65 39 28 12.1 23.4 <br /> m <br /> L <br /> 0 ROCK CORRECTED TEST RESULTS UNCORRECTED MATERIAL DESCRIPTION <br /> Dark brown clayey gravel with sand <br /> Maximum dry density= 121.2 pcf 116.9 pcf <br /> Optimum moisture= 11.6% 12.6% <br /> v Project No. 475.0106.032 Client: CC&V Gold Mining Company Remarks: <br /> Project: Squaw Gulch VLF Phase 2 <br /> c <br /> 75 0Location:Tezak Processing Plant Sample Number:NFSLF-81-C <br /> w <br /> m <br /> 'C NewFietds <br /> H Figure NFSLF-81- <br /> Tested By: JB Checked By:TW <br />