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RELATIVE COMPACTION TEST RESULTS <br />PROJECT: West Elk Refuse Pile Expansion PROJECT NO: M09011MT DATE: Friday, Jul/24/09 <br />Page 2 of 2 <br />SITE LOCATION: Somerset ENGINEERING TECHNICIAN: Hayes <br />CLIENT: Mountain Coal Company NUCLEAR GAUGE USED: 18 i Laboratory # 1542 <br /> <br /> <br />TEST <br />NO <br /> <br />TEST LOCATION <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 />CONTEN-? <br />% <br />RELATIVE <br />COMPACTION <br />% <br />SOIL TYPE <br />502 RPE-13 6198.93 8 93.5 12.5 87.4 14.4 93 Coal Gob, Black <br />503 RPE-14 6200.44 8 93.5 12.5 90.2 11.0 96 " " <br />504 RPE-15 6197.57 8 93.5 12.5 90.3 12.9 ; 97 " " <br />505 RPE-16 6195.37 8 93.5 12.5 92.2 9.7 i 99 " " <br />506 RPE-17 6193.30 8 93.5 12.5 92.8 10.1 99 " " <br />507 RPE-18 6193.65 8 93.5 12.5 89.0 11.8 95 " " <br />508 RPE-19 6191.19 8 93.5 12.5 89.7 11.7 96 " " <br /> <br />509 <br />RPE-20 <br />6189.67 <br />8 <br />93.5 <br />12.5 <br />94.8 i <br />13.3 <br />s <br />I <br />100 <br />" <br />REMARKS: The test results indicate only the density and moisture content for the location and elevation tested only. <br />i <br />T4aulhrrt PROJECT NUMBER: M09011MT