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RELATIVE COMPACTION TEST RESULTS <br />PROJECT: West Elk Mine Gob Pile <br />PROJECT NO: M04048MT <br />'[. <br />DATE: Friday, 3-19-04 1 <br />.i <br />SITE LOCATION: Somerset, CO <br />CLIENT: West Elk Mine <br />ENGINEERING TECHNICIAN: Glendening; <br />NUCLEAR GAUGE USED: 16 <br />~ <br /> <br />TEST <br />NO <br /> <br />TEST LOCATION <br />DEPTH OR <br />ELEVATION <br />PROBE <br />DEPTH <br />QN) LAItORA'rORY <br />PROCTOR <br />UENSI'1'Y <br />(PCF) OPTIMUM <br />M1101STURE <br />CONTENT <br />(%) <br />DRY MOISTURE <br />DENSITY CONTENT <br />(PCF) (%) ~ <br />REI,A'I'IVE <br />COMPACf10N <br />(%) <br />SOIL TYPF. <br />1 i RPE-O1 6165.149 8 76.0 11.5 75.8 5.2 ~ 100 Coal Gob, Black <br />12 RPE-02 6171.163 8 76.0 I1.5 76.2 4.3 100 " <br />13 RPE-03 617(.304 8 76.0 I1.5 75.8 5.9 100 " <br />14 RPE-04 6177.499 8 76.0 I LS 75.4 9.4 99 " <br />15 RPE-OS 6173.806 S 76.0 11.5 76.7 11.0 <br />I <br />I <br />i <br />I 100 " <br />RISMAltKS: the test results indicate only the density and moisture content for the location and elevation~tested only. <br />I <br />I PROJECT NUMBER: M04048MT <br />