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RELATIVE COMPACTION TEST RESULTS <br />PROJECT: West Elk Mine <br />SITE LOCATION: Somerset, CO <br />CLIENT: West Elk Mine <br />PROJECT NO: M03090MT <br />ENGINEERING TECHNICIAN: Hayes <br />NUCLEAR GAUGE USED: 18 <br /> <br />DATE: Thursday, 8-14-03 <br /> <br /> <br />'r EST <br />NO <br /> <br />TEST LOCATION <br />DEPTII OR <br />ELEVA"PION <br />PROBE <br />UEI'TII <br />QN) LABORATORY <br />PROCTOR <br />DENSYI'Y <br />(PCF) OPTIMUM <br />MOISTURE <br />CONTENT <br />(% <br />DRY <br />DENSITY <br />PCF) i <br />MOISTURE <br />CON'fEN"r <br />(%) I <br />RELATIVE <br />COMPACTION <br />(%) <br />SOIL TYPE <br />1 I RPE-O1 6158.360 8 76.0 14.0 82.5 9.1 ± 100 Coal Gob, Black <br />12 RPE-02 6155.620 8 76.0 14.0 81.1 8.8 100 " <br />13 RPE-03 6151.370 8 76.0 14.0 82.3 5.5 ~I 100 `' <br />14 RPE-04 6154 ?90 g 76.0 14.0 99.4 4.8 100 " <br />15 RPE-OS 6157.970 8 76.0 14.0 105.6 5.9 ~ 100 ~ " <br />16 RPE-06 6160.150 8 76.0 14.0 91.3 6.2 100 " <br />17 RPE-07 6158.670 g 76.0 14.0 87.7 5.0 ' 100 " <br />18 RPE-08 616 L600 8 76.0 14.0 84.6 6.3 ! 00 <br />19 RPE-09 6165.630 g 76.0 14.0 83.3 6.1 100 <br />20 RPE-10 6165.760 8 76.0 14.0 87.9 4.1 100 " <br />REMARKS: The test results indicate only the density and moisture content for the location and elevation tested only <br />~~xxt~.~xe~ ~x~.~ ~~~Ixct~x~.e~ <br />PROJECT NUMBER: M03090MT <br />