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125 <br />120 <br />115 <br />110 <br />105 <br />100 <br />6 <br />4 <br />COMPACTION TEST REPORT <br />1 + <br />10_344116.3 pcf— <br />Test specification: ASTM D 698 -07 Method C Standard <br />ASTM D 4718 -87 Oversize Corr. Applied to Each Test Point <br />111.212.9 pcf <br />1 <br />8 10 12 14 16 18 <br />Water content, % <br />41-- Rock Corrected - — - Uncorrected <br />ZAV for <br />Sp.G. = <br />2.60 <br />Elev/ <br />Depth <br />9829' <br />Classification <br />USCS <br />SC <br />AASHTO <br />A -6(3) <br />Nat. <br />Moist. <br />11.9 <br />Sp.G. <br />2.63 <br />LL <br />36 <br />PI <br />20 <br />3/4 in. <br />9.6 <br />oh <br />No.200 <br />37.4 <br />ROCK CORRECTED TEST RESULTS <br />Maximum dry density = 116.3 pcf <br />Optimum moisture = 10.3 % <br />Project No. <br />Project: <br />Client: <br />Loc.: N52065.5 E38847.8 Depth: 9829' Sample No.: SLF -1 -R <br />AMEC Earth & Environmental, Inc. <br />UNCORRECTED MATERIAL DESCRIPTION <br />112.9 pcf <br />11.2% <br />Remarks: <br />Brown clayey sand with gravel <br />Englewood, CO Figure SLF -1 -R <br />Tested By: BM <br />Checked By: JDH <br />