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COMPACTION TEST REPORT <br /> 140 <br /> 130 <br /> rl_qoj <br /> 0 <br /> 120 - <br /> U <br /> Q <br /> Q) ZAV for <br /> Sp.G. _ <br /> p 2.65 <br /> 100 - - <br /> 90 <br /> 7.5 9 10.5 12 13.5 15 16.5 <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 A-6(3) 2.65 38 24 19.8 36.9 <br /> ROCK CORRECTED TEST RESULTS UNCORRECTED MATERIAL DESCRIPTION <br /> Maximum dry density= 123.8 pcf 116.6 pcf Brown clayey sand with gravel <br /> Optimum moisture= 11.9% 13.7 % <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-19-C <br /> ':NewFietds <br /> Figure NFSLF-I9-C <br /> Tested By: TW/KS Checked By: JDH <br />