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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: Thursday, Mar/12/09 <br />Page 2 of 2 <br />CLIENT: Mountain Coal Company <br />NUCLEAR GAUGE USED: 18 <br />Laboratory # 1409 <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 />(%? r --- <br />RELATIVE <br />COMPACTION <br />(%) <br />SOILTYPE <br />63 RPE-1 1 - - -- <br />6162.06 8 ----- <br />103.0 -- <br />11.5 - <br />106.8 - - <br />10.7 -- -- <br />100 Coal Gob, Black <br />64 RPE-12 6162.68 8 103.0 11.5 101.7 9.8 99 " " <br />65 RPE-13 6156.61 8 103.0 11.5 106.0 10.7 100 64 " . <br />66 RPE-14 6155.72 8 103.0 11.5 98.2 12.2 95 " <br />67 RPE-15 6152.25 8 103.0 11.5 99.4 11.8 97 " " <br />68 RPE-16 6147.87 8 103.0 11.5 105.6 8.7 100 " <br />KEMAKKS: The test results indicate only the density and moisture content for the location and elevation tested only. <br />71 ? <br />?rrt ?xu?vriatez PROJECT NUMBER: M09011MT