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COMPACTION TEST REPORT <br /> 140 <br /> 130 <br /> 0 <br /> 120 ° 1 <br /> U <br /> Q <br /> C <br /> N <br /> s� <br /> 0 <br /> 110 <br /> 100 <br /> ZAV for <br /> Sp.G. _ <br /> 90 77 2.65 <br /> 3 8 13 18 23 28 33 <br /> Water content,% <br /> -Rock Corrected --c--- 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) 3.5% 2.3 39 24 36.6 26.5 <br /> ROCK CORRECTED TEST RESULTS UNCORRECTED MATERIAL DESCRIPTION <br /> Maximum dry density= 126.0 pcf 117.7 pcf Brown clayey gravel with sand <br /> Optimum moisture=9.5 % 14.0% <br /> Project No. 475.0106.006 Client: CC&V Gold Mining Company Remarks: <br /> Project: Squaw Gulch Valley Leach Facility-Phase 1 <br /> Date: 04/05/2016 <br /> Location: Dump 1 Processing Sample Number:NFSLF-10-C <br /> 'l NewFields <br /> Figure NFSLF-10-C <br /> Tested By: BM Checked By:JDH __ _ <br />