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RELATIVE COMPACTION TEST RESULTS <br />PROJECT: West Elk Refuse Pile Expansion <br />PROJECT NO: M0901IMT <br />DATE: Monday, Jun/1/09 <br />SITE LOCATION: Somerset <br />CLIENT: Mountain Coal Company <br />ENGINEERING TECHNICIAN: Hayes <br />NUCLEAR GAUGE USED: 18 <br />Laboratory # 1487 <br /> <br /> <br /> <br />TEST <br /> <br />TEST LOCATION <br />DEPTH OR <br />ELEVATION <br />PROBE <br />DEPTH LABORATORY <br />PROCTOR <br />DENSITY OPTIMUM <br />MOISTURE <br />CONTENT <br />DRY <br />DENSITY <br />MOISTURE <br />CONTENT <br />RELATIVE <br />COMPACTION <br />SOIL TYPE <br />NO IN (PCF % PCF <br />293 RPE-03 6178.13 8 86.5 12.5 89.5 11.9 100 Coal Gob, Black <br />294 RPE-04 6175.04 8 86.5 12.5 85.5 9.2 99 " 46 <br />295 RPE-05 6170.39 8 86.5 12.5 84.5 9.6 98 46 « <br />296 RPE-06 6172.98 8 86.5 12.5 88.0 14.6 100 " 64 <br />297 RPE-07 6174.49 8 86.5 12.5 85.2 10.2 98 " u <br />298 RPE-08 6176.64 8 86.5 12.5 85.9 10.0 99 <br />299 RPE-02 6189.63 8 86.5 12.5 85.7 13.1 99 " <br />300 RPE-01 6188.72 8 86.5 12.5 87.7 11.4 100 <br /> <br />REMARKS. The test results Indicate only the density and moisture content for the location and elevation tested only. <br />T4nu+jert mtb zwjd z PROJECT NUMBER: M09011MT