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RELATIVE COMPACTION TEST RESULTS <br />PROJECT: West Elk Mine PROJECT NO:M96015MT DATE: January 12, 1996 ii <br />I <br />LOCATION: Somerset ENGINEERING TECHNICIAN: <br />CLIENT: West Elk Mine <br /> DEPTH PROCTOR OPTIMUM DRY MOISTURE RELATIVE <br />TEST LOCATION OR DENSITY MOISTURE DENSITY CONTENT COMPACTION SOIL TYPE <br />NO. tELEVATION PCF CONTENT $ PCF ~ t <br /> Percent Passing <br />1 LRP-O1 6252.67 79,5 17,0 80.4 5.6 100 Coal Gob 3" 3/4" #4 <br /> 100 45 25 <br />2 LRP-02 6253.96 79.5 17.0 78.5 3.2 99 100 q8 2g <br />3 LRP-03 6259.60 79.5 17.0 76.8 7.6 97 100 56 25 <br />4 LRP-04 6252.55 79.5 17.0 77.2 6.1 97 100 57 27 <br />5 LRP-OS 6249.67 79.5 17.0 80.1 8.6 100 " ~~ 100 59 23 <br />6 LRP-06 6247.56 79.5 17;0 75.4 3.6 95 100 57 25 <br />7 LRP-07 6250.08 79.5 17.0 75.6 2,1 95 100 64 35 <br /> * Elevatio determi ed by othe s <br />REMARKS: The test results indicate the density and moisture content for the location and elevation tested only. <br />RELATIVE COMPACTION TEST RESULTS <br />' <br />t ~lY~ ~$$OLLO.tE$ <br />~tIt~lE1 <br />