Laserfiche WebLink
RELATIVE COMPACTION TEST RESULTS <br />PROJECT: West Elk Refuse Pile Expansion <br />PROJECT NO: M09011MT <br />DATE: Thursday, May/14/09 <br />Page 2 of 2 <br />SITE LOCATION: Somerset <br />CLIENT: Mountain Coal Company <br />ENGINEERING TECHNICIAN: Hayes <br />NUCLEAR GAUGE USED: 18 <br />Laboratory # 1471 <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 />RELATIVE <br />COMPACTION <br />SOIL TYPE <br />256 RPE-14 6169.84 8 80.5 14.0 87.3 10.7 100 Coal Gob, Black <br />257 RPE-15 6168.18 8 80.5 14.0 93.3 13.8 100 " " <br />258 RPE-16 6165.34 8 80.5 14.0 90.0 10.1 100 " " <br />259 RPE-17 6164.30 8 80.5 14.0 84.2 13.2 100 " " <br />260 RPE-18 6162.36 8 80.5 14.0 83.6 12.9 100 " " <br />261 RPE-19 6162.18 8 80.5 14.0 87.6 12.8 100 " " <br />262 RPE-20 6160.37 8 80.5 14.0 86.3 12.2 100 " <br />REMARKS: The test results indicate only the density and moisture content for the location and elevation tested only. <br />Fwt&zrt ater ( orizd a PROJECT NUMBER: M09011MT