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COMPACTION TEST REPORT <br /> 125 <br /> 0 <br /> 120 <br /> 0 <br /> 115 <br /> U <br /> Q <br /> T <br /> C <br /> N <br /> 110 <br /> ZAV for <br /> Sp.G. _ <br /> 105 - 2.60 <br /> 100 <br /> 8 10 12 14 16 18 20 <br /> Water content, % <br /> -9 -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 37 24 17.8 40.2 <br /> ROCK CORRECTED TEST RESULTS UNCORRECTED MATERIAL DESCRIPTION <br /> Maximum dry density= 120.2 pcf 116.0 pcf Brown clayey sand with gravel <br /> Optimum moisture= 11.7% 13.9 % <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-43-C <br /> ':NewFields <br /> Figure NFSLF-43-C <br /> Tested By: KS Checked By: JDH <br />