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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: Friday, Apr/24/09 <br />Page 2of 2 <br />CLIENT: Mountain Coal Company <br />NUCLEAR GAUGE USED: 18 <br />Laboratory # 1448 <br /> <br /> <br />TEST <br />NO <br /> <br />TEST LOCATION <br />DEPTH OR <br />ELEVATION <br />PROBE <br />DEPTH <br />I LABORATORY <br />PROCTOR <br />DENSITY <br />PCF OPTIMUM <br />MOISTURE <br />CONTENT <br />% <br />DRY <br />DENSITY <br />PCF <br />MOISTURE <br />CONTENT <br />RELATIVE <br />COMPACTION <br />SOIL TYPE <br />171 RPE-13 6170.73 8 80.5 14.0 79.5 16.4 99 Coal Gob, Black <br />172 RPE-14 6167.63 8 80.5 14.0 80.9 13.4 100 " 44 <br />173 RPE-15 6166.24 8 80.5 14.0 82.4 13.7 100 " 64 <br />174 RPE-16 6163.65 8 80.5 14.0 84.0 12.4 100 " 66 <br />175 RPE-17 6162.79 8 80.5 14.0 83.5 13.2 100 " 66 <br />176 RPE-18 6159.59 8 80.5 14.0 82.3 15.3 100 " 46 <br />177 RPE-19 6159.41 8 80.5 14.0 87.1 15.5 100 " {L <br />178 RPE-20 6157.13 8 80.5 14.0 82.0 14.0 100 " 44 <br />179 <br />TTAR RPE-21 <br />? 7C. Tt 6155.77 8 80.5 14.0 82.8 13.8 100 " 64 <br />nr.ivitixna: I IIe LCSt results indicate only the density anti moisture content for the location and elevation tested only. <br />#?? , A • <br />+sft? <br />PROJECT NUMBER: M09011MT