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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 2 of 2 <br />CLIENT: Mountain Coal Company <br />NUCLEAR GAUGE USED: 18 <br />Laboratory # 1464 <br /> <br /> <br />TEST <br />NO <br /> <br />215 <br /> <br />TEST LOCATION <br /> <br /> <br />RPE-11 <br />DEPTH OR <br />ELEVATION <br />PROBE <br />DEPTH <br /> <br />(IN) LABORATORY <br />PROCTOR <br />DENSITY <br /> <br />PCF OPTIMUM <br />MOISTURE <br />CONTENT <br /> <br />% <br />DRY <br />DENSITY <br /> <br />PCF) <br />MOISTURE <br />CONTENT <br />RELATIVE <br />COMPACTION <br />SOIL TYPE <br /> 6163.87 8 80.5 14.0 82.3 16.5 100 Coal Gob, Black <br />216 RPE-12 6159.80 8 80.5 14.0 80.6 12.7 100 « <br />217 RPE-13 6156.08 8 80.5 14.0 85.6 12.4 100 « <br />218 RPE-14 6160.16 8 80.5 14.0 78.4 15.2 97 « <br />219 RPE-15 6155.77 8 80.5 14.0 80.5 15.1 100 ° <br />220 RPE-16 6154.24 8 80.5 14.0 82.7 15.6 100 « <br />221 RPE-17 6152.47 8 80.5 14.0 80.5 15.4 100 <br />222 RPE-18 6151.34 8 80.5 14.0 81.6 12.8 100 <br />REM ARKS: The test results indic ate only the de nsity an d moisture cont ent for the lo cntinn and Pb-wnf;. - +- +-A --1.. <br />.+.-1---I LL.JL%,U Vllly. <br />T4Un?rvrt ttltb .aritttEs <br />PROJECT NUMBER: M09011MT