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COMPACTION TEST REPORT <br /> 130 <br /> 125 <br /> 0 <br /> 0 <br /> 120 <br /> U <br /> Q <br /> T <br /> C <br /> U <br /> 115 <br /> 4C_71 <br /> 110 <br /> ZAV for <br /> Sp.G. _ <br /> 2.65 <br /> 105 <br /> 7 9 11 13 15 17 19 <br /> Water content, % <br /> • - - Rock Corrected --c---Uncorrected <br /> Test specification: ASTM D 698-12 Method C 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 3/4 in. No.200 <br /> GC A-2-6(l) 2.65 34 19 12.3 30.4 <br /> ROCK CORRECTED TEST RESULTS UNCORRECTED MATERIAL DESCRIPTION <br /> Maximum dry density= 123.0 pcf 118.7 pcf Brown clayey gravel with sand <br /> Optimum moisture= 11.8 % 12.6 % <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-17-C <br /> ':NewFields <br /> Figure NFSLF-17-C <br /> Tested By: BM/TW Checked By: JDH _ _ _ <br />