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COMPACTION TEST REPORT <br /> 130 <br /> 125 <br /> 0 <br /> 120 <br /> n <br /> .y o <br /> c <br /> a� <br /> 115 <br /> ZAV for <br /> Sp.G. _ <br /> 2.60 <br /> 110 <br /> 105 <br /> 7.5 9 10.5 12 13.5 15 16.5 <br /> Water content, % <br /> e -Rock Corrected --D—- 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 33 16 18.4 28.1 <br /> ROCK CORRECTED TEST RESULTS UNCORRECTED MATERIAL DESCRIPTION <br /> Maximum dry density= 123.3 pcf 116.6 pcf Brown clayey gravel with sand <br /> Optimum moisture= 11.0 % 12.5 % <br /> Project No. 475.0106.006 Client: CC&V Gold Mining Company Remarks: <br /> Project: Squaw Gulch Valley Leach Facility-Phase 1 Natural Moisture= 15.0% <br /> Date: 5/4/2016 <br /> I0 Location: Dump 1 Processing Sample Number: NFSLF-14-C <br /> ':NewFietds <br /> Figure NFSLF-1 <br /> Tested By: TW__ ____ Checked By: JDH _____ <br />