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COMPACTION TEST REPORT <br />127 <br />122 <br />0 <br />117 <br />C <br />d <br />v <br />D <br />112 <br />107 <br />ZAV for <br />Sp.G. = <br />2.60 <br />1021 <br />1 <br />8 10 12 14 16 18 20 <br />Water content, % <br />- Rock Corrected --0— - 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 />Classification <br />Nat. <br />% > <br />% < <br />Sp.G. <br />LL <br />PI <br />USCS <br />AASHTO <br />Depth <br />Moist. <br />3/8 in. <br />No.200 <br />10033' <br />GC <br />A- 7 -6(6) <br />2.5 <br />47 <br />29 <br />23.6 <br />39.9 <br />ROCK CORRECTED TEST RESULTS <br />UNCORRECTED <br />MATERIAL DESCRIPTION <br />Maximum dry density = 118.9 pcf <br />112.9 pcf <br />Brown clayey gravel with sand <br />Optimum moisture = 12.9 % <br />15.6% <br />Project No. 84201125EO Client: Cripple Creek & Victor Gold Mining Company <br />Remarks: <br />Project: CC &V CQA Phase 5 <br />O Loc.: N 3843669 W 10509294 Depth: 10033' Sample No.: LOBSLF -I -R <br />AMEC Earth & Environmental, Inc. <br />Elko NV <br />Sample No. LOBSLF-1- <br />Tested By: DH /SM Checked By: <br />