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COMPACTION TEST REPORT <br />125 <br />120 <br />._ <br />0 <br />110 <br />105 <br />100 <br />ZAV for <br />Sp.G. _ <br />2.65 <br />'Il„",, <br />111111 <br />1 l <br />11. <br />° <br />. 119 <br />•_! <br />i <br />.■ <br />■ <br />■. <br />�1luulil <br />li <br />2 <br />� a) <br />■ <br />. <br />... <br />■.... \...... ■ <br />I <br />i <br />........� <br />,,,,,, <br />................� <br />7 9 11 13 15 17 19 <br />Water content, % <br />—a -- - Rock Corrected o - Uncorrected <br />Test specification: ASTM D 698 -07 Method B Standard <br />ASTM D 4718 -87 Oversize Corr. Applied to Each Test Point <br />Elev/ <br />Depth <br />Classification <br />Nat. <br />Moist. <br />Sp.G. <br />p <br />LL <br />PI <br />°70 > <br />3/8 in. <br />% <br />No.200 <br />USCS <br />AASHTO <br />9750 <br />SC <br />A - 6(6) <br />14.3% <br />2.3 <br />39 <br />27 <br />22.6 <br />41.0 <br />ROCK CORRECTED TEST RESULTS <br />UNCORRECTED <br />MATERIAL DESCRIPTION <br />Maximum dry density = 119.8 pcf <br />Optimum moisture = 11.3 % <br />114.3 pcf <br />14.2 % <br />Brown clayey sand with gravel <br />Project No. 84201125E0 Client: Cripple Creek & Victor Gold Mining Company <br />Project: CC &V CQA Phase 5 <br />O Loc.: N 51798 E38417 Depth: 9750 Sample No.: SLF -157 -R <br />Remarks: <br />Figure SLF -157 -R <br />AMEC Earth & Environmental, Inc. <br />Englewood, CO <br />• <br />• <br />• <br />Tested By: BE <br />Checked By: JDH <br />