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COMPACTION TEST REPORT <br />130 <br />120 <br />1-.) 110 <br />o <br />100 <br />90 <br />80 <br />— <br />1 _� <br />I I T <br />rt + � <br />X2 .7 °0, 1193 pcf I - — - <br />1 <br />ZAV for <br />2.60 <br />-L <br />I 1 <br />- - - 15.7 %, 114.00 f --[ t- - -- <br />- 1 <br />1- <br />I <br />l <br />1 <br />I I <br />1 - -1 <br />-- <br />- - —1 it <br />I I I I <br />' <br />I <br />— <br />— <br />I I i <br />t <br />1 <br />I 1 [ 1 <br />I I <br />1 T <br />I <br />8 10 12 14 16 18 20 <br />Water content, % <br />- - Rock Corrected -- - 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 />Stockpile <br />Classification <br />Nat. <br />Moist. <br />Sp.G. <br />2.5 <br />LL <br />40 <br />PI <br />27 <br />% > <br />3/8 in. <br />21.7 <br />% < <br />No.200 <br />43.1 <br />USCS <br />GC <br />AASHTO <br />A -6(6) <br />ROCK CORRECTED TEST RESULTS UNCORRECTED <br />Maximum dry density = 119.3 pcf 114.0 pcf <br />Optimum moisture = 12.7 % 15.7 % <br />MATERIAL DESCRIPTION <br />Brown clayey gravel with sand <br />Project No. 84201125E0 Client: Cripple Creek & Victor Gold Mining Company Remarks: <br />Project: CC &V CQA Phase 5 <br />Loc.: N 3843088 W 10508437 Depth: Stockpile Sample No.: SLF -65 -C <br />AMEC Earth & Environmental, Inc. <br />EnglewoodSO Figure SLF -65 -C <br />Tested By: SM /MTH <br />Checked By: JDH <br />