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<br />-1e <br />Client: O%t4Mining Report No: 2 <br />Protect:. GOB Pile <br /> Date of Test: 5-11-2010 <br />Location: Somerset <br />CO <br />, Test By: GS <br />Rock correction applied to proctor, as needed. <br /> GJLD Job No: 93948-GJ <br />TEST TYPE: Nuclear (ASTM 2922) Nuclear (ASTM 2922) <br />B (ASTM D-1556) SPECIFICATIONS: Project: x City: County: State: <br />ackscatter Direct Trans. X Sand Cone <br />Test <br />No. ocation of Test COMPACTION COMPAC. MOISTURE MOISTURE PROCTOR SOIL <br />j % SPEC. % CONT. % SPEC. % VALUE TYPE <br />S GOB pile, SE Comer @ 20' Fill 100 95 16.2 +-2 70.50a 16.0 Coal <br />6 GOB pile, SW Corner @ 20' Fill 100 95 17.0 +-2 70.5@16.0 Coal <br />7 GOB pile, N Comer @ 20' Fill 98 95 16.6 +-2 70.5(x, 16.0 Coal <br /> RECEIVED MAY 2 6 2010 <br />L <br />DISTRIBUTION: KEY: Fails Compaction Spec. C = Cohesive GRAND JUNCIL94 LIC_QLN D?RE, INC. <br />I -Client <br />Fails Moisture Spec. <br />NC = NonCohesive <br />BY: <br /> <br /> <br />E <br /> <br />-%` <br /> S Standard Proctor ABC = Aggregate Base FILL DENSITY TEST DAILY <br />REPORT <br /> M Modified Proctor PR = Pit Run <br />NOTE: Results indicate in-place soil densities at the locations and <br />depths identified above. Grand Junction Lincoln DeVore has relied Nuclear Density Testing of 'pit run' or <br />other coarse grained soils may require Nuclear Density Testing is <br />erformed for acce <br />t GRAND <br /> <br />on the contractor to provide uniform mix placunent and <br />correction of Unit Weight And Water p <br />p <br />ance <br />control and is combined with <br /> <br />" JUNCTION Ge otechnical <br /> <br />compactive effort throughout the fill area. <br />Content, ASTM D-4718. If soils contain <br />visual and penetration . <br />.? LINCOLN <br />DeVORE Engineers- <br /> <br />oversize particles in excess of the limits of <br />methods. <br /> <br />^ Geologists <br /> <br />ASTM D-4718 1 <br />.