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COMPACTION TEST REPORT <br />120 <br />115 <br />110 <br />Di <br />0 <br />105 <br />100 <br />95 <br />ZAV for <br />Sp.G. = <br />2.60 <br />■ <br />■■■ <br />■ <br />■■ <br />ini <br />■ ■ <br />■ ■ <br />■ <br />■ <br />■ <br />■ ■ <br />■ <br />■ <br />■ <br />■ <br />■ <br />■ <br />■ <br />■■ <br />■ <br />■ <br />■ <br />ME <br />■ <br />■ <br />■ .�■■ <br />■ Y <br />■ v. � <br />■ <br />■ <br />■ <br />■ <br />■ <br />■■ <br />■ ■4 <br />■ <br />■,. <br />s <br />■■ <br />■ <br />■ <br />■ <br />■ <br />■ <br />■■ <br />■ <br />■ <br />■ <br />■ <br />■ <br />■ <br />■■ <br />■ <br />■. <br />■ <br />■■■ <br />' <br />■ <br />'' <br />■ <br />■ <br />■ <br />■ <br />■ <br />■ <br />■ <br />■ <br />■ ■ <br />■ ■ <br />■ <br />■ <br />■ <br />■ <br />■ <br />■ <br />■ <br />■ <br />■ <br />■ <br />■ <br />■ <br />■■■■ <br />■ <br />■ <br />■ <br />■■ <br />■■ <br />■■ <br />■ <br />■ <br />■■■■■■ <br />■ <br />■ <br />■ <br />■ <br />■ <br />■ <br />■ <br />■ <br />■ <br />■ <br />■ <br />■ <br />■ <br />■ <br />■ <br />■ <br />■ ► " <br />■� <br />■ ' <br />I <br />■ <br />■ <br />■ <br />■ <br />■ <br />■ <br />■ <br />■ <br />■■■■ C' !OM■■ <br />■ ■\` <br />■ ■ <br />\ <br />■ ■ <br />\ <br />■ <br />. <br />■ <br />■ <br />M <br />■■ <br />■■■■■ <br />■ <br />■ <br />■ <br />■ <br />■ <br />■ <br />4 1 <br />I <br />12 14 16 18 20 22 24 <br />Water content, % <br />Corrected 0 - Uncorrected <br />—6 -- Rock <br />Test specification: ASTM D 698 -07 Method A Standard <br />ASTM D 4718 -87 Oversize Corr. Applied to Each Test Point <br />Elev/ <br />Classification <br />Nat. <br />Moist. <br />Sp.G. <br />LL <br />PI <br />% > <br />#4 <br />%< <br />No.200 <br />Depth <br />USCS <br />AASHTO <br />9742 <br />CL <br />A -6(8) <br />12.8% <br />2.6 <br />38 <br />22 <br />15.0 <br />52.6 <br />ROCK CORRECTED TEST RESULTS <br />UNCORRECTED <br />MATERIAL DESCRIPTION <br />Maximum dry density = 113.3 pcf <br />Optimum moisture = 14.6 % <br />109.2 pcf <br />17.0 % <br />Brown sandy lean clay with gravel <br />Project No. 84201125E0 Client: Cripple Creek & Victor Gold Mining Company <br />Project: CC &V CQA Phase 5 <br />O Loc.: N 50908 E 38455 Depth: 9742 Sample No.: SLF -180 -R <br />Remarks: <br />AMEC Earth & Environmental, Inc. <br />Englewood, CO <br />Figure SLF -180 -R <br />• <br />• <br />Tested By: MMC /RL <br />Checked By: JDH <br />