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Client: Oxbow Mining Report No: 3 <br />Project: GOB Pile Date of Test: 9-17-09 <br />Location: Somerset, CO Test By: DRS <br />Rock correction applied to proctor, as needed. GJLD Job No: 93712-GJ <br />TEST TYPE: Nuclear (ASTM 2922) Nuclear (ASTM 2922) (ASTM D-1556) SPECIFICATIONS: Project: x City: County: State: <br />Backscatter Direct Trans. X Sand Cone <br />Test ocation of Test COMPACTION COMPAC. <br />% <br />SPEC MOISTURE <br />CONT <br />% MOISTURE <br />SPEC <br />% PROCTOR <br />VALUE SOIL <br />TYPE <br />No. % . . . <br />7 GOB pile, SE Comer @ 100 SG 95 95S 16.9 +-2 79.6(a <br />,18.6 <br />Coal <br />8 GOB pile, SW Corner @ 100 SG 99 95S 19.6 +-2 79.6@18.6 Coal <br />9 GOB pile, N Side @ 100 SG 100 95S 18.1 +-2 79.6@.18.6 Coal <br /> ED <br />R E C' <br /> , <br />DISTRIBUTION: KEY: • Fails Compaction Spec. C = Cohesive GRAND JUNCTION LINCOLN DeVORE, INC. <br />i-Client •• Fails Moisture Spec. NC = NonCohesive BY: <br /> S Standard Proctor ABC= Aggregate Base FILL DENSITY TEST DAILY REPORT <br /> M Modified Proctor PR = Pit Run <br />NOTE: Results indicate in-place soil densities at the locations and Nuclear Density Testing of 'pit run' or Nuclear Density Testing is r- GRAND <br />depths identified above. Grand Junction Lincoln DeVore has relied other coarse grained sods may require performed for acceptance JUNCTION Geotechnical <br />on the contractor to provide uniform mix placement and correction of Unit Weight And Water control and is combined with i LINCOLN Engineers- <br />compactive effort throughout the fill area. Content, ASTM D-4718. If soils contain visual and penetration DeVORE Geologists <br /> oversize particles in excess of the limits of methods. <br /> ASTM D-4718 <br />1" <br />`4