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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 />13 <br />14 <br />15 <br />1 DEPTH OR <br />TEST LOCATION ELEVATION <br />At the buttress, 13S 0289221 <br />UTM 4310855 <br />At the buttress, 13S 0289237 <br />UTM 4310864 <br />At the buttress, 13S 0289227 <br />UTM 4310867 <br />At the slide repair area, east <br />end, 13S 288991 UTM <br />4311255 <br />At the slide repair area, west <br />end, 13S 288952 UTM <br />4311244 <br />At the middle of the slide <br />repair area, 13S 288965 <br />UTM 4311248 <br />At the very east end of the <br />slide repair area, 13S 289016 <br />UTM 4311258 <br />6495' <br />75 ft. above <br />pond <br />GG <br />LABORATORY ' OPTIMUM <br />PROBE PROCTOR MOISTURE DRY MOISTURE <br />DEPTH DENSITY' CONTENT DENSITY CONTENT <br />(IN) (PCF) ( %) (PCF) ( %) <br />8 106.0 17.0 92.8 17.2 <br />8 106.0 17.0 108.9 16.2 <br />8 106.0 17.0 97.3 18.5 <br />8 97.0 21.5 101.2 14.6 <br />8 <br />8 <br />8 <br />106.0 <br />106.0 <br />97.0 <br />18.0 <br />18.0 <br />21.5 <br />111.2 <br />114.9 <br />107.1 <br />15.4 <br />14.8 <br />16.3 <br />DATE: Monday Jan /9/12 <br />RELATIVE <br />COMPACTION <br />( %) <br />88 <br />100 <br />92 <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 />SOIL. TYPE <br />Clay, sandy, few <br />gravel, brown <br />11 <br />CC CC <br />Cc CC <br />CC CC <br />CG CC <br />Cc CC <br />Tuunixert anti ,Nstartrittizz <br />PROJECT NUMBER: M12005MT <br />