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a� <br /> 3 <br /> m <br /> Z <br /> 0 COMPACTION TEST REPORT <br /> 2 <br /> 123 <br /> cc <br /> c <br /> a� <br /> •c <br /> 3 ° <br /> 0 <br /> 118 <br /> 0 <br /> L <br /> 3 <br /> a 11 o ZAV for <br /> c Sp.G._ <br /> 113 2.65 <br /> U <br /> 7 <br /> O - <br /> � y <br /> � N <br /> O <br /> c 108 <br /> M <br /> L <br /> y <br /> r <br /> O <br /> N <br /> U) <br /> 103 <br /> -o <br /> m <br /> N <br /> N <br /> 0 <br /> 98 <br /> a) 7.5 9 10.5 12 13.5 15 16.5 <br /> w <br /> Water content,% <br /> E -Rock Corrected --o—-Uncorrected <br /> w <br /> Test specification: ASTM D 698-12 Method C Standard <br /> Z ASTM D4718-15 Oversize Corr.Applied to Each Test Point <br /> Elevl Classification Nat. %> %< <br /> r- Depth USCS AASHTO Moist. Sp.G. LL PI 314 in. No.200 <br /> 0 <br /> ? <br /> m Stockpile GC A-2-7(3) 2.65 46 33 14.3 25.5 <br /> o ROCK CORRECTED TEST RESULTS UNCORRECTED MATERIAL DESCRIPTION <br /> Maximum dry density= 119.2 pcf 113.9 pcf <br /> Brown clayey gravel with sand <br /> c Optimum moisture= 11.4% 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 /> 3 0Location:Tezak Processing Plant Sample Number:NFSLF-88-C <br /> U) <br /> 2 <br /> 'C NewFields <br /> H1L Figure NFSLF-88C <br /> Tested By: JB Checked By:TW <br />