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<br />i--\ <br />Client: OuMining Report No: 1 <br />Project: GOB Pile Date of Test: 2-16-2010 <br />Location: Somerset, CO Test By: DRS <br />Rock correction applied to proctor, as needed. GJLD Job No: 93948-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 tionof Test COMPACTION COMPAC. MOISTURE MOISTURE PROCTOR SOIL <br />No. % SPEC. % CONT. % SPEC. % VALUE TYPE <br />I GOB pile, SE Comer @ 106 SG 100 95 19.7 +-2 64.8@? 17,7 Coal <br />2 GOB pile, SW Comer @ 106 SG 98 95 14.9 +-2 88.9@13.8 Coal <br />3 GOB pile, NW Comer @ 106 SG 96 95 15.4 +-2 88.9@13.8 Coal <br />4 GOB pile, NE Comer @ 106 SG 96 95 18.5 +-2 64.8@17.7 Coal <br /> R,7CE(VFn jm-:":i) o 1 1 <br /> <br /> <br />.? <br />. , h a An <br />DISTRIBUTION: KEY: • Fails Compaction Spec. C =Cohesive GRAND JUNCTION LINCOQ <br />DeV <br />C. <br />. <br /> O <br />I -Client <br />" Fails Moisture Spec. <br />NC = NonCohesive <br />BY: 4 <br /> <br /> S Standard Proctor ABC = Aggregate Base F6 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 GRAND <br />depths identified above. Grand Junction Lincoln DeVore has relied other coarse grained soils may require performed for acceptance JUNCTION G eotechnical <br />on the contractor to provide uniform mix placement and correction of Unit Weight And Water control and is combined with ;.1 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