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RELATIVE COMPACTION TEST RESULTS <br />PROJECT: West Elk Refuse Pile Expansion <br />PROJECT NO: M09011MT <br />DATE: Tuesday, Apr/28/09 <br />SITE LOCATION: Somerset <br />CLIENT: Mountain Coal Company <br />ENGINEERING TECHNICIAN: Hayes <br />NUCLEAR GAUGE USED: 18 <br />Laboratory # 1450 <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 />PC OPTIMUM <br />MOISTURE <br />CONTENT <br />% <br />DRY <br />DENSITY <br />PCF) <br />MOISTURE <br />CONTENT <br />RELATIVE <br />COMPACTION <br />SOIL TYPE <br />180 RPE-01 6186.24 8 80.5 14.0 81.5 12.1 100 Coal Gob, Black <br />181 RPE-02 6184.12 8 80.5 14.0 85.2 12.6 100 " 66 <br />182 RPE-03 6183.33 8 80.5 14.0 88.4 16.3 100 66 64 <br />183 RPE-04 6178.48 8 80.5 14.0 85.3 11.8 100 " 44 <br />184 RPE-05 6175.59 8 80.5 14.0 86.6 15.8 100 " 94 <br />185 RPE-06 6174.74 8 80.5 14.0 88.8 13.3 100 44 64 <br />186 RPE-07 6176.62 8 80.5 14.0 86.5 11.8 100 " 64 <br />187 RPE-08 6172.92 8 80.5 14.0 81.8 11.3 100 " Cf <br />188 RPE-09 6170.75 8 80.5 14.0 83.6 12.7 100 " LG <br />189 RPE-10 6166.45 8 80.5 14.0 92.5 11.6 100 46 44 <br />190 RPE-11 6164.42 8 80.5 14.0 93.7 13.4 100 " 46 <br />191 RPE-12 6161.09 8 80.5 14.0 81.5 11.6 100 " cc <br />192 <br />f1TAT RPE-13 <br />? ?L'1 T1 6156.11 8 80.5 14.0 88.4 11.9 100 " cc <br />REMARKS: I ne test results indicate only the density and moisture content for the location and elevation tested only. <br />#A" A+smu*4 <br />PROJECT NUMBER: M09011MT