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COMPACTION TEST REPORT <br /> 140 <br /> 130 <br /> 0 <br /> 120 <br /> U <br /> Q <br /> a <br /> C <br /> N <br /> 10 <br /> 110 ZAV for <br /> Sp.G. _ <br /> 2.75 <br /> 100 <br /> i <br /> 90 <br /> 8 10 12 14 16 18 20 <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 318 in. No.200 <br /> Stockpile SC A-6(4) 2.65 37 23 16.0 38.6 <br /> ROCK CORRECTED TEST RESULTS UNCORRECTED MATERIAL DESCRIPTION <br /> Maximum dry density= 123.2 pcf 117.5 pcf Brown clayey sand with gravel <br /> Optimum moisture= 13.8 % 13.8% <br /> Project No. 475.0106.006 Client: CC&V Gold Mining Company Remarks: <br /> Project: Squaw Gulch Valley Leach Facility-Phase 1 <br /> Date: <br /> Location: Dump 1 Processing Sample Number: NFSLF-30-C <br /> ':NewFietds <br /> Figure NFSLF-30-C <br /> Tested By: KS Checked By: JDH <br />