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COMPACTION TEST REPORT <br />127.5 <br />125 <br />a 122.5 ....... . <br />c <br />a) <br />120 <br />117.5 <br />115 <br />ZAV for <br />2.63 <br />°Q 123.2 ' <br />. <br />® <br />......... <br />■. <br />■.. <br />■ <br />IIIIllllh <br />■. <br />■.... <br />10.8 c <br />m <br />nl .... <br />III <br />. . ....... <br />iiuiu.p <br />IULP <br />IIllh <br />6 7 5 9 10.5 12 13.5 15 <br />Water content, % <br />—a— - Rock Corrected o - Uncorrected <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 />Depth <br />Classification <br />Nat. <br />Moist. <br />Sp.G. <br />LL <br />PI <br />% > <br />3/4 in. <br />% < <br />No.200 <br />USCS <br />AASHTO <br />1' BFG <br />GW - GM <br />A - 1 - a <br />2.6 <br />NP <br />NP <br />7.7 <br />8.6 <br />ROCK CORRECTED TEST RESULTS <br />UNCORRECTED <br />MATERIAL DESCRIPTION <br />Maximum dry density = 124.6 pcf <br />Optimum moisture = 10.2 % <br />123.2 pcf <br />10.8 % <br />Li brown well - graded gravel with silt and <br />sand <br />Project No. 84201125E0 Client: Cripple Creek & Victor Gold Mining Company <br />Project: CC &V CQA Phase 5 <br />O Loc.: P -425 @ AT Depth: 1' BFG Sample No.: LVSCF -97 -R <br />Remarks: <br />Figure LVSCF -97 -R <br />AMEC Earth & Environmental, Inc. <br />Englewood, CO <br />• <br />• <br />• <br />Tested By: RL /MMC <br />Checked By: JDH <br />