Laserfiche WebLink
RELATIVE COMPACTION TEST RESULTS <br />PROJECT: West Elk Refuse Pile <br />PROJECT NO: M09011MT <br />DATE: Friday, Oct/20/09 <br />SITE LOCATION: Somerset <br />CLIENT: Mountain Coal Company <br />ENGINEERING TECHNICIAN: Hayes <br />NUCLEAR GAUGE USED: 18 <br /> <br /> <br />TEST <br />NO <br /> <br />TEST LOCATION <br />DEPTH OR <br />ELEVATION <br />PROBE <br />DEPTH <br />(IN) LABORATORY <br />PROCTOR <br />DENSITY <br />PCF OPTIMUM <br />MOISTURE <br />CONTENT <br />(% <br />DRY <br />DENSITY <br />(PCF <br />MOISTURE <br />CONTENT <br />(%) <br />RELATIVE <br />COMPACTION <br />SOIL TYPE <br />882 RPE-01 6217.86 8 77.0 15.5 93.3 7.5 100 Coal Gob, Black <br />883 RPE-02 6217.46 8 77.0 15.5 90.4 10.0 100 " " <br />884 RPE-03 6218.76 8 77.0 15.5 84.7 7.4 100 " " <br />885 RPE-04 6218.55 8 77.0 15.5 86.4 6.4 100 16 <br />" <br />886 RPE-05 6218.50 8 77.0 15.5 97.6 5.6 100 66 <br />" <br />887 RPE-06 6215.79 8 77.0 15.5 97.6 11.3 100 44 <br />" <br />888 RPE-07 6218.20 8 77.0 15.5 81.5 9.3 100 46 <br />" <br />889 RPE-08 6218.35 8 77.0 15.5 91.5 11.3 100 " <br />REMARKS: The test results indicate only the density and moisture content for the location and elevation tested only. <br />PROJECT NUMBER: M09011MT <br />Looot%W A+w4ago