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COMPACTION TEST REPORT <br /> 140 <br /> 130 - - <br /> 110 0 <br /> 120 <br /> U � <br /> Q <br /> T <br /> C <br /> N <br /> a <br /> 110 <br /> ZAV for <br /> Sp.G. _ <br /> 2.65 <br /> 100 <br /> 90 <br /> 7 9 11 13 15 17 19 <br /> Water content, % <br /> —e --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 GC A-2-6(2) 2.65 34 19 23.8 33.1 <br /> ROCK CORRECTED TEST RESULTS UNCORRECTED MATERIAL DESCRIPTION <br /> Maximum dry density= 125.9 pcf 117.2 pcf Brown clayey gravel with sand <br /> Optimum moisture= 10.7% 12.5 % <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-13-C <br /> ':NewFields <br /> Figure NFSLF-I3-C <br /> Tested By: TW _ Checked By:JDH - - <br />