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2011-07-20_REPORT - C1981022
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2011-07-20_REPORT - C1981022
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Entry Properties
Last modified
8/24/2016 4:35:52 PM
Creation date
7/25/2011 2:59:48 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1981022
IBM Index Class Name
REPORT
Doc Date
7/20/2011
Doc Name
2nd Quarter 2011 Coal Mine Refuse Pile
From
Oxbow Mining, LLC
To
DRMS
Permit Index Doc Type
Waste Pile/Fill Report
Email Name
BFB
SB1
Media Type
D
Archive
No
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Client: Oxbow Mining LLC <br />Report No: 2 <br />Project: GOB Pile <br />Date of Test: 6 -20-11 <br />Location: Somerset, CO <br />Test By: GS <br />Rock correction applied to proctor, as needed. <br />GILD Job No: 94206 - <br />TEST TYPE: Nuclear (ASTM 2922) Nuclear (ASTM 2922) (ASTM D -1556) <br />Backscatter Direct Trans. X Sand Cone <br />SPECIFICATIONS: Project: X City: County: State: <br />Test <br />No. <br />..ocation of Test <br />COMPACTION <br />% <br />COMPAC. <br />SPEC. Vo <br />MOISTURE <br />CONT. % <br />MOISTURE <br />SPEC. % <br />PROCTOR <br />VALUE <br />SOIL <br />TYPE <br />5 <br />6 <br />7 <br />8 <br />East End of GOB Pile @ 61' Fill <br />North End of GOB Pile @ 61' Fill <br />West End of GOB Pile @ 61' Fill <br />South End of GOB Pile @ 61' Fill <br />100 <br />99 <br />95 <br />100 <br />95 <br />95 <br />95 <br />95 <br />18.7 <br />16.6 <br />15.3 <br />15.5 <br />+ -2 <br />+ -2 <br />+ -2 <br />+ -2 <br />76.3 @16.0 <br />76.3 @16.0 <br />76.3 @16.0 <br />76.3 @16.0 <br />CL <br />CL <br />CL <br />CL <br />DISTRIBUTION: <br />1- Client <br />KEY: * Fails Compaction Spec. C = Cohesive <br />** Fails Moisture Spec. NC = NonCohesive <br />S Standard Proctor ABC = Aggregate Base <br />M Modified Proctor PR = Pit Run <br />GRAND JUNCTION LINCO ► DeV a ' INC. <br />BY: J � j / .� - <br />FILL DENSITY ST DAILY REPORT <br />NOTE: Results indicate in -place soil densities at the locations and <br />depths identified above. Grand Junction Lincoln DeVore has relied <br />on the contractor to provide uniform mix placement and <br />compactive effort throughout the fill area. <br />Nuclear Density Testing of `pit run' or Nuclear Density Testing is <br />other coarse grained soils may require performed for acceptance <br />correction of Unit Weight And Water control and is combined with <br />Content, ASTM D -4718. If soils contain visual and penetration <br />P <br />oversize particles in excess of the limits of methods. <br />ASTM D-4718 <br />GRAND <br />JUNCTION Geotechnical <br />LINCOLN Engineers - <br />DeVORE Geologists <br />
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