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COMPACTION TEST REPORT <br /> 140 <br /> 130 <br /> 14.�%. <br /> 120 <br /> U <br /> d <br /> ° j ZAV for <br /> Sp.G. _ <br /> 2.85 <br /> lollo <br /> 110 <br /> 100 <br /> go -- FT ILL <br /> 9 10.5 12 13.5 15 16.5 18 <br /> Water content, % <br /> 9 -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 3/8In. No.200 <br /> Stockpile SC A-6(2) 2.65 35 21 23.0 35.7 <br /> ROCK CORRECTED TEST RESULTS UNCORRECTED MATERIAL DESCRIPTION <br /> Maximum dry density= 124.7 pcf 116.1 pcf Brown clayey sand with gravel <br /> Optimum moisture= 14.2 % 14.2 % <br /> Project No. 475.0106.006 Client: CC&V Gold Mining Company Remarks: <br /> Project: Squaw Gulch Valley Leach Facility-Phase 1 <br /> Date: <br /> O Location:Dump 1 Processing Sample Number:NFSLF-23-C <br /> ':NewFietds <br /> Figure NFSLF-23-C <br /> Tested By: KS Checked By: JDH <br />