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a� <br /> iL <br /> 3 <br /> a) <br /> z <br /> 16 <br /> COMPACTION TEST REPORT <br /> 0 <br /> 140 <br /> m <br /> c <br /> m <br /> 3 <br /> 0 <br /> .c <br /> 130 <br /> 36 <br /> c <br /> U � 120 <br /> 3 <br /> O N <br /> N � <br /> N a <br /> .n o <br /> ° 110 <br /> c <br /> ZAV for <br /> r Sp.G. _ <br /> 2.70 <br /> 0 <br /> mor I <br /> w <br /> H 100 <br /> v <br /> a� <br /> m <br /> 0 <br /> a <br /> ° 90 <br /> 0 5 7.5 10 12.5 15 17.5 20 <br /> dl <br /> Water content,% <br /> E H --Rock Corrected --o---Uncorrected <br /> :3 <br /> 4) Test specification: ASTM D 698-12 Method B Standard <br /> £ ASTM D4718-15 Oversize Corr.Applied to Each Test Point <br /> Elev/ Classification Nat. %> %< <br /> C Depth USCS AASHTO Moist. Sp.G. LL PI 3/8 in. No.200 <br /> 0 <br /> a2 <br /> m <br /> m Stockpile SC A-2-6(3) 2.65 35 24 19.9 34.6 <br /> o ROCK CORRECTED TEST RESULTS UNCORRECTED MATERIAL DESCRIPTION <br /> Brown clayey sand with gravel <br /> Maximum dry density= 126.3 pcf 119.3 pcf <br /> r <br /> c Optimum moisture= 11.4% 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 /> 0Location:Tezak Processing Plant Sample Number:NFSLF-112-C <br /> fM <br /> 2 <br /> ZI ':NewFields <br /> 12 Figure NFSLF-112C <br /> Tested By: JB Checked By: TW <br />