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2012-10-11_REPORT - C1981022 (2)
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2012-10-11_REPORT - C1981022 (2)
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Last modified
8/24/2016 5:09:21 PM
Creation date
10/12/2012 7:52:00 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1981022
IBM Index Class Name
Report
Doc Date
10/11/2012
Doc Name
3rd Quarter 2012 Wastepile Inspection Report
From
DRMS
To
Oxbow Mining, LLC
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: 4 <br />Project: GOB Pile <br />Date of Test: 8 -16-12 <br />Location: Somerset, CO <br />Test By GS <br />Rock correction applied to proctor, as needed. <br />GJLD Job No: 94425 -GJ <br />TEST TN PE. Nuclear (ASTM 2922) Nuclear (ASTM 2922) (ASTM D -1556) <br />Backscatter Direct Trans. X Sand Cone <br />SPECIFICATIONS: Project: City: X County: State: <br />Test <br />No. <br />ocaaon of Test <br />COMPACTION <br />% <br />i <br />COMPAC. <br />SPEC. % <br />MOISTURE <br />CONT. % <br />MOISTURE <br />SPEC. % <br />PROCTOR <br />VALUE <br />SOIL <br />TYPE <br />13 <br />14 <br />15 <br />16 <br />N W Side of GOB Pile <br />SW Side of GOB Pile <br />SE Side of GOB Pile E C E I V E <br />NE Side of GOB Pile � <br />AUG24 <br />BY: <br />96 <br />98 <br />95 <br />99 <br />95 S <br />95 S <br />95 S <br />95 S <br />9.9 <br />9.7 <br />10.8 <br />10.4 <br />+ -2 <br />+ -2 <br />+ -2 <br />+-2 <br />90@l1.5 <br />90@ <br />90@ <br />90C <br />0000 <br />DISTRIBli if _YIN : <br />I 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 />GRANAJUNCTION LINCOLN De RE, INC. <br />BY: -^ <br />FILL DENSITY TEST 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 />com ve effort throughout the fill area. <br />pacti gh <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 />,, <br />l,. <br />� s%4. <br />GRAND <br />: „ JUNCTION Geotechnical <br />+ LINCOLN Engineers - <br />; DeVORE Geologists <br />1 <br />
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