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COMPACTION TEST REPORT <br /> 127 <br /> 122 <br /> 0 <br /> 117 - ' - 0 41 <br /> AN <br /> d <br /> T <br /> .N <br /> C <br /> U <br /> a <br /> 112 <br /> ZAV for <br /> 107 Sp.G._ <br /> 2.65 <br /> 102 — JELL I I I I I I <br /> 5 7.5 10 12.5 15 17.5 20 <br /> Water content, % <br /> e -Rock Corrected --&-- - 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 SC A-2-6(2) 2.3 39 20 14.3 30.9 <br /> ROCK CORRECTED TEST RESULTS UNCORRECTED MATERIAL DESCRIPTION <br /> Maximum dry density= 117.6 pcf 114.1 pcf Brown clayey sand with gravel <br /> Optimum moisture= 13.5 % 15.2% <br /> Project No. 475.0106.006 Client: CC&V Gold Mining Company Remarks: <br /> Project: Squaw Gulch Valley Leach Facility-Phase 1 <br /> Date: 03/30/2016 <br /> Location:Dump 1 Processing Sample Number: NFSLF-9-C <br /> 'C NewFields <br /> Figure NFSLF-9- <br /> Tested By: BM Checked By: JDH <br />