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Ui <br /> a� <br /> ii <br /> 3 <br /> a� <br /> z <br /> 0 <br /> COMPACTION TEST REPORT <br /> O <br /> 140 <br /> as <br /> c <br /> .c <br /> 3 <br /> 0 <br /> .c <br /> 130 <br /> M <br /> 0 <br /> c <br /> 120 <br /> o � o <br /> +d <br /> 0 <br /> v <br /> a_ Z <br /> 0 110 <br /> c <br /> m <br /> t <br /> ZAV for <br /> o <br /> 2Sp.G._ <br /> 2.70 <br /> U) [I <br /> 100 <br /> v <br /> a� <br /> d <br /> 0 <br /> v <br /> :? <br /> aa) 9010 12 14 16 18 20 22 <br /> Water content,% <br /> E 0-Rock Corrected --0—-Uncorrected <br /> a> <br /> Test specification: ASTM D 698-12 Method B Standard <br /> Z 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 3/8 in. No.200 <br /> w <br /> dm Stockpile SC A-2-6(2) 12.1 2.65 34 21 26.1 33.0 <br /> 0 ROCK CORRECTED TEST RESULTS UNCORRECTED MATERIAL DESCRIPTION <br /> m Brown clayey sand with gravel <br /> Maximum dry density= 122.9 pcf 112.7 pcf <br /> c Optimum moisture= 13.0% 15.7% <br /> �0o Project No. 475.0106.032 Client: CC&V Gold Mining Company Remarks: <br /> :3 Project: VLF Phase 2B <br /> c <br /> 5 0Location:Tezak Processing Plant Sample Number:NFSLF-123-C <br /> w <br /> N <br /> y 'C NewFields <br /> 91L-- 1� Figure NFSLF123-C <br /> Tested By: TW Checked By:TW____ <br />