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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: Wednesday, Apr/22/09 <br />Page 1 of 2 <br />CLIENT: Mountain Coal Company <br />NUCLEAR GAUGE USED: 18 <br />Laboratory # 1445 <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 />135 RPE-01 6187.13 8 80.0 14.0 89.4 12.2 100 Coal Gob, Black <br />136 RPE-02 6185.34 8 80.0 14.0 84.4 14.3 100 66 « <br />137 RPE-03 6185.44 8 80.0 14.0 79.4 15.7 99 46 64 <br />138 RPE-04 6183.07 8 80.0 14.0 80.5 16.6 100 46 " <br />139 RPE-05 6181.84 8 80.0 14.0 79.9 12.3 100 " GL <br />140 RPE-06 6176.99 8 80.0 14.0 80.2 15.5 100 64 « <br />141 RPE-07 6175.97 8 80.0 14.0 77.7 17.5 97 66 46 <br />142 RPE-08 6171.91 8 80.0 14.0 88.8 12.2 100 44 <br />143 RPE-09 6172.81 8 80.0 14.0 80.1 17.6 100 46 <br />144 RPE-10 6174.06 8 80.0 14.0 81.8 16.8 100 64 <br />145 RPE-11 6171.90 8 80.0 14.0 83.4 12.4 90 " 66 <br />146 <br />71T1tT RPE-12 <br />1 l Vhf - Ti_ _ 1. 1• 6171.04 8 80.0 14.0 83.4 14.7 100 _ <br />11-EIVIARKS; 1 ne Lest results indicate only the density and moisture content for the location and elevation tested only. <br />& Id <br />#A" , A <br />+sm4tus <br />PROJECT NUMBER: M09011MT