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COMPACTION TEST REPORT <br /> 130 <br /> -t 125 <br /> 0 0 <br /> 120 <br /> U <br /> Q <br /> T <br /> Cn <br /> C <br /> U <br /> 1� <br /> 115 N ZAV for <br /> Sp.G. _ <br /> 2.65 <br /> 110 <br /> 105 <br /> 7.5 9 10.5 12 13.5 15 16.5 <br /> Water content, % <br /> —e -Rock Corrected —o- - Uncorrected <br /> Test specification: ASTM D 698-12 Method C 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 3/4 in. No.200 <br /> Stockpile GC A-2-6(1) 2.65 37 22 12.9 24.2 <br /> ROCK CORRECTED TEST RESULTS UNCORRECTED MATERIAL DESCRIPTION <br /> Maximum dry density= 122.8 pcf 118.2 pcf Brown clayey gravel with sand <br /> Optimum moisture= 11.4% 12.4% <br /> Project No. 475.0106.006 Client: CC&V Gold Mining Company Remarks: <br /> Project: Squaw Gulch Valley Leach Facility-Phase 1 <br /> Date: 05/23/2016 <br /> Location:Dump 1 Processing Sample Number:NFSLF-18-C <br /> ':NewFietds <br /> Figure NFSLF-1, <br /> Tested By: TW/KS Checked By: JDH <br />