Laserfiche WebLink
v; <br /> a <br /> am <br /> iL <br /> 3 <br /> 0 <br /> z <br /> 0 <br /> COMPACTION TEST REPORT <br /> 0 <br /> 123 <br /> m <br /> c <br /> 0 <br /> 118 <br /> 0 <br /> w <br /> 3 0 <br /> w <br /> c <br /> a <br /> 113 <br /> 70 <br /> U d <br /> 7 <br /> O <br /> N y <br /> a <br /> O <br /> � 108 <br /> s ° ZAV for <br /> Sp.G._ <br /> 0 2.76 <br /> 103 <br /> cn <br /> a; <br /> 0 <br /> a <br /> 9810 12 14 16 18 20 22 <br /> N <br /> Water content,% <br /> E Rock Corrected --0---Uncorrected <br /> 2 <br /> Test specification: ASTM D 698-12 Method B Standard <br /> ASTM D4718-15 Oversize Corr.Applied to Each Test Point <br /> o Elev/ Classification Nat. %> %< <br /> 0 <br /> Depth USCS AASHTO Moist. Sp.G. LL PI 3/8 in. No.200 <br /> m <br /> is Sc A-2-7(3) 2.76 42 27 9.3 32.2 <br /> m <br /> 0 ROCK CORRECTED TEST RESULTS UNCORRECTED MATERIAL DESCRIPTION <br /> Brown clayey sand with gravel <br /> Maximum dry density= 114.1 pcf 112.7 pcf <br /> .c Optimum moisture= 15.5 % 16.1 % <br /> vProject No. 475.0106.032 Client: Newmont-Cripple Creek&Victor Gold Mine Remarks: <br /> Project: VLF 2 Phase 2B <br /> c Date: 12-20-19 <br /> 3 Location: SLF-116-C Sample Number: 19-426-01 <br /> m <br /> 'C NewFields <br /> H Figure 19-426-01 <br /> Tested By: AR Checked By: KS <br />