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130 <br /> 125 <br /> 0 0 <br /> 120 <br /> U <br /> a <br /> T <br /> N <br /> C <br /> 4) <br /> a <br /> T <br /> 115 <br /> ZAV for <br /> Sp.G._ <br /> 2.70 <br /> 110 <br /> 105 11E <br /> 6 8 10 12 14 16 18 <br /> Water content,% <br /> —�—-Rock Corrected --0—-Uncorrected <br /> Test specification: ASTM D 1557-12 Method B Modified <br /> ASTM D4718-15 Oversize Corr.Applied to Each Test Point <br /> Elev/ Classification Nat. %> %< <br /> Depth USCS AASHTO Moist. Sp. . LL PI 3/8 in. No.200 <br /> SC A-2-7(2) 2.70 41 25 24.9 27.7 <br /> ROCK CORRECTED TEST RESULTS UNCORRECTED MATERIAL DESCRIPTION <br /> Maximum dry density= 121.2 pcf 117.8 pcf Dark Brown clayey sand with gravel <br /> Optimum moisture= 11.4% 12.7% <br /> Project No. 475.0106.032 Client: Newmont-Cripple Creek&Victor Gold Mine Remarks: <br /> Project: VLF 2 Phase 2B *Assumed Specific Gravity <br /> Date: 12/10/2019 <br /> Location:Tezak Processing Plant Sample Number:NFSLF-113-C <br /> ':NewFields <br /> Figure 19-415-01 <br /> Tested By: KG ___ Checked By:JH <br />