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Ui <br /> a� <br /> iL <br /> a� <br /> z <br /> w <br /> COMPACTION TEST REPORT <br /> 2 <br /> 128 <br /> c <br /> 3 <br /> O <br /> .c <br /> 123 <br /> O <br /> .3 0 <br /> c p <br /> U 118 <br /> m ° <br /> v <br /> a Z <br /> ° 113 <br /> c <br /> m <br /> L <br /> y <br /> O <br /> N <br /> N <br /> 108 <br /> -o <br /> m <br /> w <br /> ZAV for <br /> o Sp.G. _ <br /> v <br /> °� 103 2.65 <br /> U <br /> m 10 12 14 16 18 20 22 <br /> Water content,% <br /> E -Rock Corrected --0--Uncorrected <br /> ? <br /> Test specification: ASTM D 698-12 Method C Standard <br /> ASTM D4718-15 Oversize Corr.Applied to Each Test Point <br /> Elevl Classification Nat. %> %< <br /> E Depth USCS AASHTO Moist. Sp.G. LL PI 314 in. No.200 <br /> O — — <br /> m Stockpile GC A-2-6(2) 2.65 39 27 13.6 24.8 <br /> m <br /> o ROCK CORRECTED TEST RESULTS UNCORRECTED MATERIAL DESCRIPTION <br /> ° Brown clayey gravel with sand <br /> Maximum dry density= 120.0 pcf 115.1 pcf <br /> Z <br /> E Optimum moisture= 12.7% 14.1 % <br /> a) Project No. 475.0106.032 Client: CC&V Gold Mining Company Remarks: <br /> Project: Squaw Gulch VLF Phase 2 <br /> c_ <br /> 0Location:Tezak Processing Plant Sample Number:NFSLF-95-C <br /> S <br /> ° <br /> ':NewFields <br /> IL-F� Figure NFSLF-95C <br /> Tested By: HW Checked By: TW <br />