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COMPACTION TEST REPORT <br /> 130 <br /> i <br /> 125 1 3.10 , <br /> 120 <br /> U <br /> N <br /> C <br /> Q) <br /> 115 I- o ZAV for <br /> Sp.G. _ <br /> 2.75 <br /> 110 <br /> 105 <br /> 9 10.5 12 13.5 15 16.5 18 <br /> Water content, % <br /> -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. S G. LL PI %> %< <br /> Depth USCS AASHTO Moist. p _ 3/4 in. No.200 <br /> Stockpile GC A-6(3) 2.65 37 25 13.7 35.9 <br /> ROCK CORRECTED TEST RESULTS UNCORRECTED MATERIAL DESCRIPTION <br /> Maximum dry density= 124.1 pcf 119.3 pcf Brown clayey gravel with sand <br /> Optimum moisture= 13.1 % 13.1 <br /> Project No. 475.0106.006 Client: CC&V Gold Mining Company Remarks: <br /> Project: Squaw Gulch Valley Leach Facility-Phase 1 <br /> Date: 06/27/2016 <br /> �O Location:Dump 1 Processing Sample Number: NFSLF-31-C <br /> ':NewFields <br /> Figure NFSLF-3 <br /> Tested By: KS/TW Checked By: JDH _____ <br />