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COMPACTION TEST REPORT <br /> 128 <br /> 0 <br /> 123 <br /> 0 <br /> 118 <br /> U <br /> Q <br /> T <br /> C <br /> U <br /> 113 <br /> 108 <br /> ZAV for <br /> - - Sp.G. _ <br /> 2.65 <br /> 103 <br /> 5 7.5 10 12.5 15 17.5 20 <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. G %> %< <br /> Depth USCS AASHTO Moist. Sp. . LL PI 3/8 in. No.200 <br /> Stockpile SC A-2-6(2) 2.3 40 22 21.3 30.0 <br /> ROCK CORRECTED TEST RESULTS UNCORRECTED MATERIAL DESCRIPTION <br /> Maximum dry density= 123.5 pcf 118.9 pcf Brown clayey sand with gravel <br /> Optimum moisture= 10.8 % 13.5 % <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 /> Location: Dump 1 Processing Sample Number: NFSLF-8-C <br /> ':NewFields <br /> Figure NFSLF-8-C <br /> Tested By: BM Checked By: JDH <br />