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RELATIVE COMPACTION TEST RESULTS <br />PROJECT: West Elk Refuse Pile <br />PROJECT NO: M09011MT <br />DATE: Friday, Dec/4/09 <br />SITE LOCATION: Somerset <br />CLIENT: Mountain Coal Company <br />ENGINEERING TECHNICIAN: Hayes <br />NUCLEAR GAUGE USED: 18 <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 I <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 />895 RPE-01 6219.74 8 77.0 15.5 82.4 9.9 100 Coal Gob, Black <br />896 RPE-02 6220.63 8 77.0 15.5 79.7 10.8 100 " " <br />897 RPE-03 6221.19 8 77.0 15.5 81.7 10.5 100 " " <br />898 RPE-04 6221.87 8 77.0 15.5 82.4 9.5 100 " " <br />899 RPE-05 6222.05 8 77.0 15.5 <br />i <br />I <br />i 80.4 10.2 100 " <br />REMARKS: The test results indicate only the density and moisture content for the location and elevation tested only. <br />I <br />i <br />Taulthrrt mtb " ' r " r PROJECT NUMBER: M09011MT