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RELATIVE COMPACTION TEST RESULTS <br />PROJECT: West Elk Refuse Pile Expansion <br />PROJECT NO: M0901IMT <br />DATE: Monday, Mar/23/09 <br />SITE LOCATION: Somerset <br />CLIENT: Mountain Coal Company <br />ENGINEERING TECHNICIAN: Hayes <br />NUCLEAR GAUGE USED: 18 <br />Laboratory # 1420 <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 />94 RPE-01 6149.03 8 _ <br />103.0 11.5 96.3 20.9 93 Coal Gob, Black <br />95 RPE-02 6156.14 8 103.0 11.5 100.2 13.9 97 " " <br />96 RPE-03 6158.76 8 103.0 11.5 92.1 17.1 89 " <br />97 RPE-04 6162.26 8 103.0 11.5 97.5 16.2 95 " " <br />98 RPE-05 6164.32 8 103.0 11.5 92.4 18.4 90 " " <br />99 RPE-06 6167.78 8 103.0 11.5 97.0 17.8 94 " " <br />100 RPE-07 6167.18 8 103.0 11.5 97.9 13.0 95 " " <br />101 RPE-08 6171.04 8 103.0 11.5 96.0 13.2 93 <br />REMARKS: The test results indicate only the density and moisture content for the location and elevation tested only. <br />'Jf1 <br />jert ;?ir;r PROJECT NUMBER: M09011MT