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Ui <br /> a <br /> m <br /> U- <br /> a3i <br /> Z <br /> o <br /> 76 COMPACTION TEST REPORT <br /> 128 <br /> 0 <br /> 123 <br /> 0 <br /> t <br /> .3 <br /> 0 0 <br /> a <br /> 118 <br /> U a <br /> 7 <br /> O <br /> N � <br /> a <br /> � Q <br /> 113 <br /> t ZAV for <br /> r o151Sp.G._ <br /> 0 1 12.65 <br /> a� <br /> N <br /> H 108 <br /> L I <br /> a� <br /> `o <br /> a <br /> t5 103 <br /> m 9 10.5 12 13.5 15 16.5 18 <br /> U) <br /> Water content,% <br /> 0 E -Rock Corrected --0—-Uncorrected <br /> ? <br /> Test specification: ASTM D 698-12 Method C Standard <br /> w ASTM D4718-15 Oversize Corr.Applied to Each Test Point <br /> Elev/ Classification Nat. LL PI %> %< <br /> Depth USCS AASHTO Moist. <br /> 0 <br /> Sp. . 3/4 in. No.200 <br /> m <br /> am Stockpile SC A-2-7(2) 2.65 42 32 8.9 26.4 <br /> � <br /> o ROCK CORRECTED TEST RESULTS UNCORRECTED MATERIAL DESCRIPTION <br /> m Dark brown clayey sand with gravel <br /> Maximum dry density= 118.3 pcf 115.1 pcf <br /> iE <br /> c Optimum moisture= 12.8 % 13.5% <br /> ai Project No. 475.0106.032 Client: CC&V Gold Mining Company Remarks: <br /> a <br /> :3 Project: Squaw Gulch VLF Phase 2 <br /> c_ <br /> 0 <br /> 3 O Location:Tezak Processing Plant Sample Number:NFSLF-93-C <br /> 0 <br /> ':NewFields <br /> H Figure NFSLF-93C <br /> Tested By: JB Checked By:TW <br />