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COMPACTION TEST REPORT <br /> 130 <br /> 125 <br /> 0 <br /> 120 ° <br /> U <br /> Q <br /> _T <br /> C <br /> a <br /> 0 <br /> 115 <br /> 110 ZAV for <br /> Sp.G. _ <br /> 2.60 <br /> 911111 1 1 1 1 1 1 <br /> 105 <br /> 6 8 10 12 14 16 18 <br /> Water content, % <br /> •- - Rock Corrected - 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. S G LL PI %> %< <br /> Depth USCS AASHTO Moist. p . 3/8 in. No.200 <br /> Stockpile SC A-6(3) 2.65 39 23 16.7 35.9 <br /> ROCK CORRECTED TEST RESULTS UNCORRECTED MATERIAL DESCRIPTION <br /> Maximum dry density= 122.6 pcf 116.5 pcf Brown clayey sand with gravel <br /> Optimum moisture= 10.8 % 12.7% <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-24-C <br /> ':NewFields <br /> Figure NFSLF-2-. <br /> Tested By: _KS _ Checked By: TW <br />