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COMPACTION TEST REPORT <br /> 130 <br /> 125 <br /> 0 <br /> 120 <br /> n <br /> a <br /> c <br /> 115 <br /> i <br /> 11046%, 115.5 <br /> ZAV for <br /> Sp.G. _ <br /> 2.65 <br /> 105 <br /> 7 9 11 13 15 17 19 <br /> Water content, % <br /> — - Rock Corrected --o—- Uncorrected <br /> Test specification: ASTM D 698-12 Method B Standard <br /> ASTM D 4718-87 Oversize Corr.Applied to Each Test Point <br /> Elev/ Classification Nat. %> %< <br /> Depth USCS AASHTO Moist. Sp.G. LL PI 3/8 in. No.200 <br /> Stockpile Sc A-6(5) 2.65 39 26 12.5 39.4 <br /> ROCK CORRECTED TEST RESULTS UNCORRECTED MATERIAL DESCRIPTION <br /> Maximum dry density= 120.0 pcf 115.5 pcf Brown clayey sand with gravel <br /> Optimum moisture= 12.1 % 13.6% <br /> Project No. 475.0106.006 Client: CC&V Gold Mining Company Remarks: <br /> Project: Squaw Gulch Valley Leach Facility-Phase 1 <br /> Date: 06/16/2016 <br /> 0 Location: Dump 1 Processing Sample Number: NFSLF-27-C <br /> mu NewFields <br /> Figure NFSLF-27-C <br /> Tested By: KS/TW - ____________ _ Checked By: JDH <br />