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RELATIVE COMPACTION TEST RESULTS <br />PROJECT: West Elk Refuse Pile Expansion <br />SITE LOCATION: Somerset <br />PROJECT NO: M0901IMT <br />ENGINEERING TECHNICIAN: Hayes <br />DATE: Tuesday, May/12/09 <br />Page 1 of 2 <br />CLIENT: Mountain Coal Company <br />NUCLEAR GAUGE USED: 18 <br />Laboratory # 1469 <br /> <br /> <br /> <br />TEST <br /> <br />TEST LOCATION <br />DEPTH OR <br />ELEVATION <br />PROBE <br />DEPTH LABORATORY <br />PROCTOR <br />DENSITY OPTIMUM <br />MOISTURE <br />CONTENT <br />DRY <br />DENSITY <br />MOISTURE <br />CONTENT <br />RELATIVE <br />COMPACTION <br />SOIL TYPE <br />NO (IN) PCF) % PCF <br />223 RPE <br />0 1 <br /> - 6178.40 8 80.5 14.0 82.9 12.3 100 Coal Gob, Black <br />224 RPE-02 6181.28 8 80.5 14.0 84.3 14.3 100 " cc <br />225 RPE-03 6176.24 8 80.5 14.0 88.1 10.2 100 " L{ <br />226 RPE-04 6179.25 8 80.5 14.0 82.3 9.2 100 " cc <br />227 RPE-05 6173.34 8 80.5 14.0 88.2 10.5 100 " cc <br />228 RPE-06 6176.68 8 80.5 14.0 91.3 11.5 100 " 44 <br />229 RPE-07 6177.87 8 80.5 14.0 86.6 8.6 100 ' " 46 <br />230 RPE-08 6171.09 8 80.5 14.0 93.3 12.3 100 " 46 <br />231 RPE-09 6172.91 8 80.5 14.0 82.2 10.5 100 " cc <br />232 RPE-10 6174.25 8 80.5 14.0 85.0 10.5 100 " fG <br />233 RPE-11 6167.30 8 80.5 14.0 86.2 11.5 100 " fG <br />234 RPE-12 6168.67 8 80.5 14.0 81.4 8.2 100 " 44 <br />235 RPE-13 6169.79 8 80.5 14.0 83.6 9.2 100 <br />REM ARKS: The test results indic ate only the de n-zit an d moisture cont ent F th 1 <br />y d <br />or e V%l on an elevation tested only. <br />T4amtrjert aub PROJECT NUMBER: M09011MT