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ELATIVE COMPACTION TEST RESULTS <br />PROJECT: RPEE PROJECT NO: M12005MT <br />LOCATION: Somerset ENGINEERING TECHNICIAN: Hayes <br />CLIENT: Mountain Coal Company NUCLEAR GAUGE USED: 18 <br />16 <br />17 <br />18 <br />19 <br />20 <br />21 <br />22 <br />P <br />TEST LOCH 1'1ON <br />Slide repair area, west end <br />13S 0288893 UTM 4311233 <br />Slide repair area, approx. 30' <br />east of test #16, 13S 0288921 <br />UTM 4311234 <br />Slide repair area, approx. <br />middle of area, 13S 0288946 <br />UTM 4311242 <br />Slide repair area, by the east <br />end of the area 13S 0288974 <br />UTM 43l 1246 <br />At the buttress, 13S 0289227 <br />UTM 4310842 <br />At the buttress, 13S 0289238 <br />UTM 4310845 <br />At bench #1 on the east side, <br />13S 0289236 UTM 4310873 <br />DEPTH OR <br />ELENA PION <br />5' above the <br />drain pipe <br />LL <br />LL <br />6505' <br />PROBE <br />DEP"FII <br />(IN) <br />8 <br />8 <br />8 <br />8 <br />8 <br />8 <br />8 <br />LABORATORI <br />PROCTOR <br />DENS11l <br />(PCF) <br />103.0 <br />103.0 <br />103.0 <br />103.0 <br />106.0 <br />106.0 <br />106.0 <br />OPTIMUM <br />MOISTURE <br />(ON I ENT <br />( %) <br />1 7.5 <br />17.5 <br />17.5 <br />17.5 <br />17.0 <br />17.0 <br />17.0 <br />DRl <br />DENS1Tl <br />(PCF) <br />116.2 <br />105.8 <br />107.9 <br />105.7 <br />MOTS rURE <br />CONTENT <br />(%) <br />11.5 <br />17.2 <br />17.0 <br />17.6 <br />111.8 16.5 <br />118.1 15.1 <br />110.4 14.3 <br />DATE: Friday Jan /20/12 <br />RELATIVE, <br />COMPACTION <br />( %) <br />100 <br />100 <br />100 <br />100 <br />100 <br />100 <br />100 <br />REMARKS: The test results indicate only the density and moisture content for the location and elevation tested only. <br />Clay, sandy, few <br />gravel, brown <br />LL <br />LL LL <br />Clay, sandy. few <br />gravel, dark brown <br />SOIL 'Fl PE <br />LtamIiert mril szziwatez <br />PROJECT NUMBER: M12005MT <br />