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<br />1 <br />Client: Oxt_ <br />_.Aining <br />. Report No: 4 <br />Project: GOB Pile Date of Test: 11-10-09 <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 <br />No ocation of Test COMPACTION COMPAC. MOISTURE MOISTURE PROCTOR SOIL <br />. % SPEC. % CONT. % SPEC. % VALUE TYPE <br />to GOB pile, NE Corner @ 100 SG 99 90 M 15.6 +-2 88.1@15.3 Coal <br />1 I GOB pile, SE Comer @ 100 SG 95 90 M 15.6 +-2 88.1@15.3 Coal <br />12 GOB pile, SW Comer @ 100 SG 100 90 M 16.8 +-2 88.1@15.3 Coal <br />13 GOB pile, NW Comer @ 100 SG 95 90 M 13.3 +-2 88.1@15.3 Coal <br /> CEI'VED $t^'v <br /> i U <br />M? <br />DISTRIBUTION: KEY: • Fails Compaction Spec. C = Cohesive GRAND JUNCTION LINCOLN DeVORE, INC. <br />1-Client •• Fails Moisture Spec. NC = NonCohesive BY: <br /> S Standard Proctor ABC= Aggregate Base ILL 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 i` GRAND <br />depths identified above. Grand Junction Lincoln DeVore has relied other coarse grained soils may require performed for acceptance !UNCTION Geotechnical <br />on the contractor to provide uniform mix placement and correction of Unit Weight And Water control and is combined with LINCOLN Engineers- <br />compactive effort throughout the fill area. Content, ASTM D-4718. If soils contain visual and penetration IkV0RE Geologists <br /> oversize particles in excess of the limits of methods. <br /> ASTM D-4719