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RELATIVE COMPACTION TEST RESULTS <br />PROJECT: West Elk Refuse Pile Expansion <br />SITE LOCATION: Somerset <br />PROJECT NO: M09011MT <br />ENGINEERING TECHNICIAN: Hayes <br />DATE: Friday, Apr/24/09 <br />Page 1 of 2 <br />CLIENT: Mountain Coal Company <br />NUCLEAR GAUGE USED: 18 <br />Laboratory # 1448 <br /> <br /> <br />TEST <br />NO <br /> <br />TEST LOCATION <br />DEPTH OR <br />ELEVATION <br />PROBE <br />DEPTH <br />I 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 />159 RPE-01 6186.17 8 80.5 14.0 76.4 12.4 96 Coal Gob, Black <br />160 RPE-02 6184.60 8 80.5 14.0 81.0 11.6 100 44 C4 <br />161 RPE-03 6184.60 8 80.5 14.0 77.6 12.0 96 " <br />162 RPE-04 6181.55 8 80.5 14.0 83.1 14.6 100 " 66 <br />163 RPE-05 6180.72 8 80.5 14.0 82.4 14.8 100 " <br />164 RPE-06 6177.11 8 80.5 14.0 82.8 12.3 100 " 46 <br />165 RPE-07 6177.35 8 80.5 14.0 85.3 12.9 100 " 66 <br />166 RPE-08 6173.66 8 80.5 14.0 85.6 11.0 100 " 66 <br />167 RPE-09 6175.50 8 80.5 14.0 81.2 13.9 100 " 66 <br />168 RPE-10 6175.50 8 80.5 14.0 85.2 10.6 100 " 44 <br />169 RPE-11 6171.87 8 80.5 14.0 80.4 13.6 100 " 44 <br />170 RPE-12 6172.25 8 80.5 14.0 82.0 13.0 100 " 66 <br />iC><'.IV1AR": I ne test results indicate only the density and moisture content for the location and elevation tested only. <br />*NW , A / <br />PROJECT NUMBER: M09011MT