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RELATIVE COMPACTION TEST RESULTS <br />PROJECT: West Elk Refuse Pile Expansion <br />PROJECT NO: M09011MT <br />DATE: Wednesday, May/20/09 <br />SITE LOCATION: Somerset <br />CLIENT: Mountain Coal Company <br />ENGINEERING TECHNICIAN: Hayes <br />NUCLEAR GAUGE USED: 18 <br />Laboratory # 1474 <br /> LABORATORY OPTIMUM <br /> <br />TEST <br />TEST LOCATION DEPTH OR <br />ELEVATION PROBE <br />DEPTH PROCTOR <br />DENSITY MOISTURE <br />CONTENT DRY MOISTURE RELATIVE SOIL TYPE <br /> <br />NO <br />(IN <br />PCF <br />% DENSITY CONTENT COMPACTION <br /> <br />277 <br />RPE-0 1 <br />6177.59 <br />8 <br />86.5 <br />12.5 PCF <br />85 <br />9 (%) <br />14 <br />2 <br /> . . 99 Coal Gob, Black <br />278 RPE-02 6179.77 8 86.5 12.5 82.2 14.1 95 64 46 <br />279 RPE-03 6180.61 8 86.5 12.5 90.2 13.2 100 « <br />280 RPE-04 6177.25 8 86.5 12.5 81.8 13.7 95 « <br />281 RPE-05 6174.32 8 86.5 12.5 83.5 14.5 97 « <br />282 RPE-06 6174.82 8 86.5 12.5 84.1 13.2 97 « <br />283 RPE-07 6170.73 8 86.5 12.5 83.8 12.5 97 « <br />284 RPE-08 6167.56 8 86.5 12.5 85.9 11.9 99 « <br />REM ARKS: The test results indica te only the de nsity and moisture cont ent for the In nnfinn and <br />.v.-..v.. L%13.Vu Vllly. <br />T4nut6rt aztb A05jariale.0 <br />PROJECT NUMBER: M09011MT