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0i <br /> iL <br /> 3 <br /> m <br /> Z <br /> 0 <br /> ° COMPACTION TEST REPORT <br /> O <br /> 120 <br /> m <br /> c <br /> 3 <br /> 0 <br /> .c <br /> 115 <br /> O o <br /> O <br /> L <br /> 3 0 <br /> c <br /> 110 <br /> U <br /> 3 a <br /> O — <br /> a) <br /> (D <br /> 6 0 <br /> 0 <br /> c 105 <br /> m <br /> L <br /> r <br /> 0 <br /> 100 <br /> ZAV for <br /> Sp.G._ <br /> m 2.65 <br /> 0 <br /> v <br /> °' 95 <br /> m 10 12.5 15 17.5 20 22.5 25 <br /> N <br /> Water content,% <br /> w E —o--Rock Corrected -Q--Uncorrected <br /> Test specification: ASTM D 698-12 Method B Standard <br /> ASTM D4718-15 Oversize Corr.Applied to Each Test Point <br /> g Elevl Classification Nat. %> %< <br /> 0 <br /> Depth USCS AASHTO Moist. Sp.G. LL PI 3/8 in. No.200 <br /> a <br /> M SC A-2-6(3) 2.65 39 24 6.8 32.6 <br /> m <br /> o ROCK CORRECTED TEST RESULTS UNCORRECTED MATERIAL DESCRIPTION <br /> wMaximum dry density= 112.4 pcf 111.0 pcf Brown clayey sand <br /> c Optimum moisture= 15.6% 16.2% <br /> v Project No. 475.0106.032 Client: Newmont-Cripple Creek&Victor Gold Mine Remarks: <br /> Project: VLF 2 Phase 2B <br /> c Date: 12/20/ <br /> 5 Location:SLF-117-C Sample Number: 19-426-02 <br /> w <br /> aD <br /> '�5 ':NewFields <br /> H Figure 19-426-02 <br /> Tested By: KG ____ Checked By: KS <br />