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Ui <br /> -0 <br /> a� <br /> 3 <br /> m <br /> z <br /> 0 <br /> COMPACTION TEST REPORT <br /> O <br /> L <br /> 125 <br /> m <br /> c <br /> 3 <br /> L <br /> 120 <br /> 0 <br /> 3 <br /> 0 <br /> c <br /> m 115 ZAV for <br /> Sp.G. _ <br /> c 2.65 <br /> m � <br /> � 0 <br /> c 110 <br /> m <br /> t <br /> 0 <br /> 0 <br /> a� <br /> L <br /> N <br /> 105 <br /> -o <br /> a� <br /> to <br /> N <br /> 0 <br /> 100 <br /> m 7.5 9 10.5 12 13.5 15 16.5 <br /> a <br /> S Water content,% <br /> E -0 --Rock Corrected —o—-Uncorrected <br /> w <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 /> 7E Depth USCS AASHTO Moist. Sp.G. LL PI 3/4 in. No.200 <br /> 0 <br /> 2 <br /> is Stockpile SC A-2-7(2) 2.65 43 25 11.5 25.7 <br /> m <br /> L <br /> o ROCK CORRECTED TEST RESULTS UNCORRECTED MATERIAL DESCRIPTION <br /> Dark brown clayey sand with gravel <br /> Maximum dry density= 120.6 pcf 116.5 pcf <br /> c Optimum moisture= 12.0% 13.0% <br /> v Project No. 475.0106.032 Client: CC&V Gold Mining Company Remarks: <br /> Project: Squaw Gulch VLF Phase 2 <br /> c <br /> 0Location:Tezak Processing Plant Sample Number:NFSLF-80-C <br /> 'n <br /> 2 <br /> z 'CNewFields <br /> i Figure NFSLF-80-C <br /> Tested By: JB Checked By: TW <br />