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ELATIVE COMPACTION TEST RESULTS <br />PROJECT: RPEE PROJECT NO: M12005MT DATE: Wednesday, Jan /4/12 <br />Friday, Jan /6/12 <br />LOCATION: Somerset ENGINEERING TECHNICIAN: Hayes <br />CLIENT: Mountain Coal Company NUCLEAR GAUGE USED: 18 <br />1 <br />2 <br />3 <br />TEST LOCATION <br />Wednesday, Jan /4/12 <br />West end of the slide repair, <br />13S 0286942 4311264 <br />Middle of the slide repair, <br />13S 0286955 4311262 <br />Friday, Jan /6/12 <br />West end of the slide repair <br />area, 13S 0288947 UTM <br />4311253 <br />Middle of the slide repair area <br />13S 0288965 UTM 4311259 <br />East end of the slide repair <br />area, 13S 0288977 UTM <br />4311263 <br />DEPTH OR <br />ELEVATION <br />25' to 30' <br />above pond <br />Approx. 50' <br />above pond <br />LL <br />LABORATORY OPTIMUM <br />PROBE PROCTOR MOISTURE <br />DEPTH DENSITY CONTENT <br />(1N) (PCF) (%) <br />6 Colluvium, south of buttress, 6487' 8 109.5 17.0 113.5 14.7 100 <br />13S 0289220 UTM 4310863 <br />7 Colluvium, south of buttress, 6485' 8 109.5 17.0 106.1 15.6 97 <br />13S 0289214 UTM 4310871 <br />8 Colluvium,. South of buttress, 6487' 8 109.5 17.0 119.3 13.6 100 <br />13S 0289235 UTM 4310868 <br />REMARKS: The test results indicate only the density and moisture content for the location and elevation tested only. <br />DRY <br />DENSITY <br />(PCF) <br />MOISTURE <br />CONTENT <br />( %) <br />8 97.0 21.5 83.8 23.2 <br />8 103.0 17.5 99.2 21.6 <br />8 103.0 17.5 104.9 15.2 <br />8 103.0 17.5 101.8 17.6 <br />8 97.0 21.5 98.8 22.3 <br />RELATIVE SOIL TYPE <br />COMPACTION <br />( %) <br />86 <br />96 <br />100 <br />99 <br />100 <br />Clay, slightly sandy, <br />brown <br />It <br />Clay, sandy, few <br />gravel, brown <br />LL <br />LL <br />LG <br />L L <br />PROJECT NUMBER: M12005MT <br />