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COMPACTION TEST REPORT <br /> 145 <br /> 135 <br /> 0 <br /> 125 <br /> n o <br /> >: ZAV for <br /> Sp.G. _ <br /> 2.90 <br /> z <br /> 0 <br /> 115 <br /> 105 <br /> 95 <br /> 7.5 9 10.5 12 13.5 15 16.5 <br /> Water content, % <br /> —9 -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(2) 2.60 32 19 23.3 35.9 <br /> ROCK CORRECTED TEST RESULTS UNCORRECTED MATERIAL DESCRIPTION <br /> Maximum dry density= 129.8 pcf 121.8 pcf Brown clayey sand with gravel <br /> Optimum moisture= 12.6 % 12.6 % <br /> Project No. 475.0106.006 Client: CC&V Gold Mining Company Remarks: <br /> Project: Squaw Gulch Valley Leach Facility-Phase 1 <br /> Date: <br /> O Location: Dump 1 Processing Sample Number:NFSLF-16-C <br /> ':NewFietds <br /> Figure NFSLF-l� <br /> Tested By: TW _ Checked By: JDH __ _- <br />