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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: Thursday, Jul/9/09 <br />Page 2 of 2 <br />CLIENT: Mountain Coal Company <br />NUCLEAR GAUGE USED: 18 <br />Laboratory # 1516 <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 />CONTENT <br />% <br />RELATIVE <br />COMPACTION <br />SOIL TYPE <br />443 RPE-13 6192.33 8 86.5 12.5 89.0 13.2 100 Coal Gob, Black <br />444 RPE-14 6193.42 8 86.5 12.5 87.4 11.6 100 " 46 <br />445 RPE-15 6189.62 8 86.5 12.5 89.6 13.5 100 " 66 <br />446 RPE-16 6188.90 8 86.5 12.5 94.4 11.4 100 " 46 <br />447 RPE-17 6185.61 8 86.5 12.5 91.0 10.0 100 " 46 <br />448 RPE-18 6186.27 8 86.5 12.5 93.4 12.9 100 <br />REMARKS: The test results Indlcate only the density and moisture content for the location and elevation tested only. <br />Fmu"&jert mtb <br />ad.0 PROJECT NUMBER: M09011MT