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125 <br /> 0 <br /> 011 <br /> 122.5 <br /> 120 <br /> U <br /> Q <br /> C <br /> N <br /> T <br /> 117.5 <br /> ZAV for <br /> 115 Sp.G._ <br /> 2.70 <br /> 112.5 <br /> 5 7 9 11 13 15 17 <br /> Water content,% <br /> —f—-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.G. LL PI 3/8 in. No.200 <br /> SC A-6(3) 2.70 35 20 12.9 39.6 <br /> ROCK CORRECTED TEST RESULTS UNCORRECTED MATERIAL DESCRIPTION <br /> Maximum dry density= 124.1 pcf 122.4 pcf Brown clayey sand with gravel <br /> Optimum moisture= 10.6% 11.1 % <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: 12/9/2019 <br /> Location:Tezak Processing Plant Sample Number:NFSLF-115-C <br /> ':NewFields <br /> Figure 19-415-04 <br /> Tested By: KS _ Checked By: JH____ <br />