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COMPACTION TEST REPORT <br />125 <br />120 <br />115 <br />: <br />Eii <br />m <br />o <br />110 <br />105 <br />100 <br />1 <br />- <br />I — <br />I <br />—. <br />— <br />l <br />ZAV for <br />Sp.G. = <br />2.65 <br />a I— <br />- j % 116 <br />-- i <br />t <br />- <br />1 <br />I <br />- { <br />I <br />r ! <br />{ <br />j <br />t 1 <br />— <br />t 17 <br />0 <br />— <br />t <br />%114.7 <br />t <br />— <br />I <br />p <br />- <br />-_ i <br />1 —I <br />1 <br />- <br />I 1 <br />-- <br />— � <br />I <br />I <br />C <br />` -- <br />— <br />1 <br />10 12.5 15 17.5 20 22.5 25 <br />Water content, <br />♦ -- - Rock Corrected - -- - Uncorrected <br />Test specification: ASTM D 698 -91 Procedure B Standard <br />ASTM D 4718 -87 Oversize Corr. Applied to Each Test Point <br />Elev/ <br />Depth <br />9840' <br />Classification <br />Nat. <br />Moist. <br />4.2 <br />Sp.G. <br />2.5 <br />LL <br />39 <br />PI <br />25 <br />% > <br />3/8 in. <br />22.8 <br />% < <br />No.200 <br />40.9 <br />USCS <br />GC <br />AASHTO <br />A -6(5) <br />ROCK CORRECTED TEST RESULTS UNCORRECTED <br />Maximum dry density = 116.8 pcf 110.7 pcf <br />Optimum moisture = 13.5 % 17.0 <br />MATERIAL DESCRIPTION <br />Brown clayey gravel with sand <br />Project No. 84201125E0.AAltent: CC &V Gold Mining Company <br />Project: Process Solution Enhancement System <br />Loc.: N 48646.2 E 36240.7 Depth: 9840' Sample No.: P- SLF -1 -R <br />Remarks: <br />■ <br />AMEC Earth & Environmental, Inc. <br />Englewood, CO _ _1 Figure P- SLF -1 -R <br />Tested By: AH <br />Checked By: JDH <br />