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COMPACTION TEST REPORT <br /> 130 <br /> 125 <br /> 11 0 <br /> 120 113.1%, 11 <br /> U <br /> Q <br /> C <br /> 115 <br /> 110 ZAV for <br /> Sp.G. _ <br /> _ 2.65 <br /> I <br /> 105 <br /> 7 9 11 13 15 17 19 <br /> Water content, % <br /> ♦- - 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(3) 10.6% 2.65 36 22 15.9 35.8 <br /> ROCK CORRECTED TEST RESULTS UNCORRECTED MATERIAL DESCRIPTION <br /> Maximum dry density= 123.0 pcf 117.3 pcf Brown clayey sand with gravel <br /> Optimum moisture= 11.2% 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: 07/22/2016 <br /> O Location:Dump 1 Processing Sample Number:NFSLF-41-C <br /> 'C NewFields <br /> Figure NFSLF-4 <br /> Tested By: TW Checked By: JDH <br />