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RELATIVE COMPACTION TEST RESULTS <br />PROJECT: West Elk Refuse Pile Expansion <br />SITE LOCATION: Somerset <br />PROJECT NO: M09011MT <br />ENGINEERING TECHNICIAN: Hayes <br />DATE: Tuesday, May/12/09 <br />Page 2 of 2 <br />CLIENT: Mountain Coal Company <br />NUCLEAR GAUGE USED: 18 <br />Laboratory # 1469 <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 />236 RPE-14 6165.11 8 80.5 14.0 83.6 10.0 100 Coal Gob, Black <br />237 RPE-15 6166.62 8 80.5 14.0 89.6 11.7 100 " " <br />238 RPE-16 6163.02 8 80.5 14.0 83.2 13.0 100 " " <br />239 RPE-17 6164.22 8 80.5 14.0 81.1 14.5 100 " " <br />240 RPE-18 6160.81 8 80.5 14.0 86.7 9.1 100 " " <br />241 RPE-19 6159.95 8 80.5 14.0 86.4 13.2 100 " " <br />242 RPE-20 6180.18 8 80.5 14.0 84.6 11.3 100 " <br />REMARKS: The test results indicate only the density and moisture content for the location and elevation tested only. <br />16n+jert anb ( zoads PROJECT NUMBER: M09011MT