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RELATIVE COMPACTION TEST RESULTS <br />PROJECT: West Elk Refuse Pile Expansion <br />PROJECT NO: M09011MT <br />DATE: Thursday, May/21/09 <br />SITE LOCATION: Somerset <br />CLIENT: Mountain Coal Company <br />ENGINEERING TECHNICIAN: Hayes <br />NUCLEAR GAUGE USED: 18 <br />Laboratory # 1478 <br /> LABORATORY OPTIMUM <br /> <br />TEST <br />TEST LOCATION DEPTH OR <br />ELEVATION PROBE <br />DEPTH PROCTOR <br />DENSITY MOISTURE <br />CONTENT DRY <br />DENSITY MOISTURE RELATIVE SOIL TYPE <br /> <br />NO <br />NO <br /> <br />(IN) <br /> <br />PCF <br /> <br />(% <br /> <br />PCF CONTENT COMPACTION <br />285 RPE-0 1 6178.65 8 86.5 12.5 83.8 14.5 97 Coal Gob, Black <br />286 RPE-02 6181.23 8 86.5 12.5 85.5 12.6 99 ` <br />287 RPE-03 6182.41 8 86.5 12.5 84.2 13.5 97 « <br />288 RPE-04 6177.35 8 86.5 12.5 86.1 11.9 100 « <br />289 RPE-05 6174.64 8 86.5 12.5 83.4 14.7 96 « <br />290 RPE-06 6173.77 8 86.5 12.5 85.5 13.9 99 « <br />291 RPE-07 6170.65 8 86.5 12.5 85.0 13.1 98 « <br />292 RPE-08 6167.97 8 86.5 12.5 85.1 13.0 98 « <br />REM ARKS: The test results indica te only the de nsity an d moisture cont ent for the lo catinn and i-h-vnr;f%„ iA of--I --1- <br />--- -...y. <br />FUU11hert axrb ucitttes <br />PROJECT NUMBER: M09011MT