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RELATIVE COMPACTION TEST RESULTS <br />PROJECT: West Elk Mine Gob Pile <br />SITE LOCATION: Somerset, CO <br />CLIENT: West Elk Mine <br />PROJECT NO: M04048MT <br />ENGINEERING TECHNICIAN: Glendening <br />NUCLEAR GAUGE USED: 16 <br />•-•> '' .~ <br />DATE: Wednesday, 3-3-04 ~ :~ <br /> <br /> <br />TEST <br />NO <br /> <br />TEST LOCATION <br />DEPTH OR <br />ELEVATION <br />PROBE <br />DEPTH <br />(!N LABORATORY <br />PROCTOR <br />DENSITY <br />(PCF OPTIMUM <br />MOISTURE <br />CONTENT <br />(%) <br />DRY MOISTURE <br />DENSITY CONTEN7' <br />(PCF) (%) <br />RELATIVE <br />COMPACTION <br />(%) <br />SOIL TYPE <br />1 RPE-Ol 6167.8 8 76.0 1 1.5 76.0 13.5 100 Coal Gob, Black <br />2 RPE-02 6163.6 8 7b.0 11.5 76.1 13.9 100 <br />3 RPE-03 6159.1 8 76.0 11.5 86.1 12.1 100 <br />4 RPE-04 6163.3 8 76.0 11.5 80.0 8.8 100 " <br />5 RPE-OS 6173.1 8 76.0 11.5 75.8 11.3 <br />i <br />i ]00 " <br />REMAKKJ: 1 he test results indicate only the density and moisture content for the location and elevation tested only. <br />PROJECT NUMBER: M04048MT <br />