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RELATIVE COMPACTION TEST RESULTS <br />PROJECT: West Elk Refuse Pile Expansion <br />PROJECT NO: M09011MT <br />DATE: Wednesday, Jul/15/09 <br />SITE LOCATION: Somerset <br />CLIENT: Mountain Coal Company <br />ENGINEERING TECHNICIAN: Hayes <br />NUCLEAR GAUGE USED: 18 <br />Laboratory # 1531 <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 />466 RPE-08 6201.20 8 86.5 12.5 88.4 8.3 100 Coal Gob, Black <br />467 RPE-07 6199.25 8 86.5 12.5 88.1 12.3 100 " <br />468 RPE-06 6198.01 8 86.5 12.5 88.3 10.8 100 " <br />469 RPE-05 6199.08 8 86.5 12.5 90.0 10.1 100 " <br />470 RPE-04 6197.14 8 86.5 12.5 96.0 9.9 100 " <br />471 RPE-03 6196.22 8 86.5 12.5 93.2 10.2 100 " <br />472 RPE-02 6194.96 8 86.5 12.5 97.2 11.7 100 " <br />473 RPE-0 1 6192.93 8 86.5 12.5 94.0 11.4 100 " <br />REMARKS: The test results indicate only the density and moisture content for the location and elevation tested only. <br />?? PROJECT NUMBER: M09011MT