Laserfiche WebLink
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 UTM 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 />DEPTH OR <br />ELEVATION <br />Top of drain <br />blanket <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 />I LABORATORI <br />PROBE 1 PROCTOR <br />DEPTH DENSl7 <br />(IN)_ (PCF) <br />8 103.0 <br />8 <br />8 <br />8 <br />8 <br />8 <br />103.0 <br />103.0 <br />106.0 <br />106.0 <br />106.0 <br />OPTIMUM I <br />MOISTURE <br />('ON 1 EN'I <br />(%) <br />17.5 <br />DRl <br />DENSITI <br />(PCP) <br />102.0 <br />MOISTURE <br />CONTENT <br />( %) <br />1 8.8 <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 1 1 1.5 15.0 <br />DATE: Monday, Jan /30/12 <br />RELATIVE <br />COMPACTION <br />( %) <br />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 />CC <br />CC <br />Clay, sandy, few <br />gravel, dark brown <br />Euudwr± taxi ciutez <br />PROJECT NUMBER: M12005MT <br />