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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: Friday, May/8/09 <br />Page 1 of 2 <br />CLIENT: Mountain Coal Company <br />NUCLEAR GAUGE USED: 18 <br />Laboratory # 1464 <br /> <br /> <br />TEST <br />NO <br />205 <br /> <br />TEST LOCATION <br />RPE <br />01 <br />DEPTH OR <br />ELEVATION <br />PROBE <br />DEPTH <br />(IN) LABORATORY <br />PROCTOR <br />DENSITY <br />PCF OPTIMUM <br />MOISTURE <br />CONTENT <br />% <br />DRY <br />DENSITY <br />PCF <br />MOISTURE <br />CONTENT <br />% <br />RELATIVE <br />COMPACTION <br />(% <br />SOIL TYPE <br /> - 6173.62 8 80.5 14.0 86.8 14.3 100 Coal Gob, Black <br />206 RPE-02 6170.62 8 80.5 14.0 82.2 12.5 100 " GC <br />207 RPE-03 6170.46 8 80.5 14.0 82.5 11.9 100 " cc <br />208 RPE-04 6166.18 8 80.5 14.0 81.8 15.8 100 " cc <br />209 RPE-05 6168.52 8 80.5 14.0 88.0 13.1 100 " 64 <br />210 RPE-06 6168.03 8 80.5 14.0 81.7 14.2 100 " cc <br />211 RPE-07 6166.06 8 80.5 14.0 87.2 12.7 100 " u <br />212 RPE-08 6163.65 8 80.5 14.0 83.4 13.0 100 " 46 <br />213 RPE-09 6161.24 8 80.5 14.0 95.1 11.1 100 " cc <br />214 RPE-10 6163.37 8 80.5 14.0 91.3 10.6 100 « <br />REMARKS: The test results indicate only the density an d moisture cont ent for the lnentinn nnc l P1Pvat;nin <br />tPCtP? .,,,1., <br /> <br />?1aU+je:r1 a jN"Jarimfes PROJECT NUMBER: M09011MT