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COMPACTION TEST REPORT <br /> 140 <br /> 130 <br /> 0 <br /> 120 <br /> U <br /> Q <br /> T <br /> C <br /> 0 <br /> 110 - ZAV for <br /> Sp.G. _ <br /> 2.55 <br /> 100 - <br /> 90 <br /> 5 7 9 11 13 15 17 <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(4) 2.5 40 28 21.1 36.2 <br /> ROCK CORRECTED TEST RESULTS UNCORRECTED MATERIAL DESCRIPTION <br /> Maximum dry density= 121.8 pcf 117.0 pcf Brown clayey sand with gravel <br /> Optimum moisture= 10.0% 12.0% <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-29-C <br /> L_ ':NewFields <br /> Figure NFSLF-2 <br /> Tested By: KS_ Checked By: JDH _ <br />