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RELATIVE COMPACTION TEST RESULTS <br />PROJECT: West Elk Refuse Pile Expansion <br />PROJECT NO: M0901IMT <br />DATE: Thursday, Jul/30/09 <br />Page 2 of 2 <br />SITE LOCATION: Somerset <br />CLIENT: Mountain Coal Company <br />ENGINEERING TECHNICIAN: Hayes <br />NUCLEAR GAUGE USED: 18 <br />Laboratory # 1546 <br /> <br /> <br />TEST <br />NO <br /> <br />TEST LOCATION <br />DEPTH OR <br />ELEVATION <br />PROBE <br />DEPTH <br />IN LABORATORY <br />PROCTOR <br />DENSITY <br />PC OPTIMUM <br />MOISTURE <br />CONTENT <br />% <br />DRY <br />DENSITY <br />PCF <br />MOISTURE <br />CONTENT <br />% <br />RELATIVE <br />COMPACTION <br />% <br />SOIL TYPE <br />522 RPE-13 6204.41 8 93.5 12.5 91.1 14.1 97 Coal Gob, Black <br />523 RPE-14 6199.53 8 93.5 12.5 95.3 10.7 100 " " <br />524 RPE-15 6200.76 8 93.5 12.5 90.4 11.3 97 44 4C <br />525 RPE-16 6200.98 8 93.5 12.5 89.4 12.2 96 " <br />526 RPE-17 6197.13 8 93.5 12.5 90.0 11.5 96 " " <br />527 RPE-18 6197.67 8 93.5 12.5 90.8 13.4 97 " " <br />528 RPE-19 6192.29 8 93.5 12.5 94.5 10.6 100 66 <br />" <br />RENlAKKa: The test results indicate only the density and moisture content for the location and elevation tested only. <br />rrt aub jariz PROJECT NUMBER: M0901IMT