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COMPACTION TEST REPORT <br />140 <br />135 <br />130 <br />o <br />C <br />ro <br />125 <br />120 <br />115 <br />a <br />ZAV for <br />Sp.G. = <br />2.60 <br />- -+ <br />{ <br />_ <br />%, <br />8.2 %, 130.8 cfl <br />128.9 p f <br />9.2 <br />j <br />+ <br />-+ Al <br />T <br />1 1 <br />I <br />f <br />4.5 6 7.5 9 10.5 12 13.5 <br />Water content, % <br />a - - Rock Corrected - 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 />2.5 <br />LL <br />NP <br />PI <br />% > <br />3/4 in. <br />% < <br />No.200 <br />USCS <br />AASHTO <br />5828' <br />GM <br />A -1 -b <br />3.5 <br />NP <br />14.2 <br />20.0 <br />ROCK CORRECTED TEST RESULTS UNCORRECTED <br />MATERIAL DESCRIPTION <br />Light Brown silty gravel with sand <br />Maximum dry density = 130.8 pcf 128.9 pcf <br />Optimum moisture = 8.2 % 9.2 % <br />Project No. Client: <br />Project: <br />Loc.: N 52070.1 E 38833.9 Depth: 5828' Sample No.: SSF -1 -R <br />Remarks: <br />AMEC Earth & Environmental, Inc. <br />Englewood, CO Figure SSF -1 -R <br />Tested By: BM <br />Checked By: JDH <br />