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COMPACTION TEST REPORT <br /> 122 <br /> 0 <br /> 0 <br /> 117 <br /> 112 <br /> n <br /> T <br /> N <br /> 116.2 <br /> c <br /> 107 <br /> 102 <br /> ZAV for <br /> Sp.G. _ <br /> 97 2.65 <br /> 3 8 13 18 23 28 33 <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 SC A-6(2) 15.0% 2.3 37 20 9.0 36.1 <br /> ROCK CORRECTED TEST RESULTS UNCORRECTED MATERIAL DESCRIPTION <br /> Maximum dry density= 118.2 pcf 116.2 pcf Brown clayey sand with gravel <br /> Optimum moisture= 11.6% 12.4% <br /> Project No. 475.0106.006 Client: CC&V Gold Mining Company Remarks: <br /> Project: Squaw Gulch Valley Leach Facility-Phase 1 <br /> Date: 04/12/2016 <br /> Location: Dump 1 Processing Sample Number: NFSLF-12-C <br /> ':NewFietds <br /> Figure NFSLF-I2-C <br /> Tested By: BM__ -__ - - -- Checked By: JDH <br />