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RELATIVE COMPACTION TEST RESULTS <br />PROJECT: West Elk Refuse Pile Expansion <br />SITE LOCATION: Somerset <br />PROJECT NO: M0901IMT <br />ENGINEERING TECHNICIAN: Hayes <br />DATE: Monday, Jul/20/09 <br />Page 2 of 2 <br />CLIENT: Mountain Coal Company <br />NUCLEAR GAUGE USED: 18 <br />Laboratory # 1534 <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 />PCF OPTIMUM <br />MOISTURE <br />CONTENT <br />% <br />DRY <br />DENSITY <br />PCF <br />MOISTURE <br />CONTENT <br />RELATIVE <br />COMPACTION <br />SOIL TYPE <br />486 RPE-13 6197.13 8 93.5 12.5 91.3 11.5 98 Coal Gob, Black <br />487 RPE-14 6197.20 8 93.5 12.5 89.9 10.7 96 " 66 <br />488 RPE-15 6194.17 8 93.5 12.5 90.2 11.2 96 " " <br />489 RPE-16 6190.45 8 93.5 12.5 89.2 11.9 95 " 64 <br />REMARKS: The test results indicate only the density and moisture content for the location and elevation tested only. <br />FwtThzrt =tb (4A ?.0 PROJECT NUMBER: M0901IMT