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COMPACTION TEST REPORT <br />135 <br />130 <br />125 <br />a <br />c <br />v <br />a. <br />0 <br />120 <br />115 <br />110 <br />ZAV for <br />Sp.G. = <br />2.65 <br />N <br />N <br />N <br />1 <br />3.2 ° : <br />127.d <br />pcf <br />�.0 2. P� <br />,) <br />, <br />4.5 6 7 5 9 10.5 12 13.5 <br />Water content, <br />Rock Corrected 0 - Uncorrected <br />—4— - <br />Test specification: ASTM D 698 -07 Method C 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 />3/4 in. <br />% <br />No.200 <br />Depth <br />USCS <br />AASHTO <br />6" AGTX <br />GP - GM <br />A - 1 - a <br />2.5 <br />NP <br />NP <br />8.0 <br />9.5 <br />ROCK CORRECTED TEST RESULTS <br />UNCORRECTED <br />MATERIAL DESCRIPTION <br />Maximum dry density = 129.0 pcf <br />Optimum moisture = 9.6 % <br />127.8 pcf <br />10.2 % <br />Brown poorly graded gravel with silt and sand <br />Project No. 84201125E0 Client: Cripple Creek & Victor Gold Mining Company <br />Project: CC &V CQA Phase 5 <br />O Loc.: N 3843130 W10509111 Depth: 6" AGTX Sample No.: SSF -3 -R <br />Remarks: <br />AMEC Earth & Environmental, Inc. <br />Englewood, CO <br />Figure SSF -3 -R <br />• <br />• <br />• <br />Tested By: TW <br />Checked By: JDH <br />