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v; <br /> a <br /> U- <br /> 3 <br /> a� <br /> z <br /> COMPACTION TEST REPORT <br /> 0 <br /> 140 <br /> m <br /> c <br /> 3 <br /> L <br /> 0 <br /> •c <br /> 130 <br /> 0 0 <br /> 3 0 <br /> c <br /> � 120 <br /> o <br /> ZAV for <br /> o p Sp.G. _ <br /> c 110 2.70 <br /> N <br /> m <br /> L <br /> r- <br /> O <br /> N <br /> L <br /> U) <br /> 100 <br /> -a <br /> m <br /> a� <br /> 0 <br /> v <br /> 90 <br /> 9 10.5 12 13.5 15 16.5 18 <br /> Water content,% <br /> Rock Corrected —a—-Uncorrected <br /> E <br /> Test specification: ASTM D 698-12 Method C 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 3/4 in. No.200 <br /> 0 <br /> ? <br /> m Stockpile SC A-2-7(2) 2.60 43 29 16.4 27.4 <br /> 42 <br /> o ROCK CORRECTED TEST RESULTS UNCORRECTED MATERIAL DESCRIPTION <br /> N Brown clayey sand with gravel <br /> Maximum dry density= 126.0 pcf 120.6 pcf <br /> s <br /> c Optimum moisture= 12.3% 13.5% <br /> v Project No. 475.0106.032 Client: CC&V Gold Mining Company Remarks: <br /> Project: Squaw Gulch VLF Phase 2 <br /> c <br /> 7 3 0Location:Tezak Processing Plant Sample Number: NFSLF-73-C <br /> y <br /> N <br /> ; 'C NewFields <br /> 1 Figure NFSLF-73- <br /> Tested By: JB Checked By:TW <br />