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PROJECT: RPEE <br />LOCATION: Somerset <br />CLIENT: Mountain Coal Company <br />27 <br />28 <br />29 <br />30 <br />31 <br />32 <br />TEST LOCATION <br />Slide repair area, <br />13S 0288916 UTM 4311216 <br />Slide repair area, <br />13S 0288943 UTM 4311218 <br />Slide repair area <br />13S 0288877 12TM 4311223 <br />At the buttress, <br />13s 0289241 UTM 4310847 <br />At the buttress, <br />13S 0289227 UTM 4310850 <br />At the buttress, <br />13S 0289219 UTM 4310850 <br />LABORATORY <br />DEPTH OR PROBE PROCTOR <br />ELEVATION DEPTH <br />(IN) <br />Top of drain 8 <br />blanket <br />tC <br />5' below the <br />road grade <br />6515' <br />6515' <br />6515' <br />ELATIVE COMPACTION TEST RESULTS <br />PROJECT NO: M12005MT <br />ENGINEERING TECHNICIAN: Hayes <br />NUCLEAR GAUGE USED: 18 <br />DENSITY <br />(PCF) <br />103.0 <br />8 103.0 <br />8 103.0 <br />8 106.0 <br />8 106.0 <br />8 106.0 <br />OPTIMUM <br />MOISTURE DRI <br />CONTENT DENSITY <br />( Y2) (PCF) <br />17.5 102.0 <br />17.5 106.1 16.1 <br />17.5 116.6 16.9 <br />17.0 109.6 15.5 <br />17.0 115.7 13.9 <br />17.0 111.5 15.0 <br />DATE: Monday, Jan /30/12 <br />MOISTURE . RELATIVE <br />CONTENT COMPACTION <br />( %) ( %) <br />18.8 99 <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 />SOIL TYPE <br />Clay, sandy, few <br />gravel, brown <br />'' <br />K <br />Clay, sandy, few <br />gravel, dark brown <br />Tiandiert anti zz.oritriez <br />PROJECT NUMBER: M12005MT <br />