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<br />x <br />` <br />Client: O <br />bow a <br />ing Report No: 3 <br />Project: GOB Pile Date of Test: 6-25-2010 <br />Location: Somerset, CO Test By: DRS <br />Ruck 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 />Baclscatter Direct Trans. X Sand Cone <br />Test ocation of Test COMPACTION COMPAC. MOISTURE MOISTURE PROCTOR SOIL <br />No. % SPEC. % CONT. % SPEC. % VALUE TYPE <br />8 GOB pile, SE Comer, +120 4 20' Above Last Bench 98 95 14.0 +-2 85.2(aDI2.3 CW <br />9 GOB pile, SW Corner, +12U u> 20' Above Last Bench 98 95 13.0 +-2 85.2412.3 CW <br />10 GOB pile, NW Corner. +120 4 20' Above Last Bench 100 95 13.4 +-2 85.2412.3 CW <br />DISTRIBUTION: KEY: • Fails Compaction Spec. C = Cohesive GRAND JUNCTION LINCOLN DeVORE INC. <br /> <br />1-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 GRAND <br />depths identified above. Grand Junction Lincoln DeVore has relied other coarse grained soils may require performed for acceptance i JUNCTION Gcotechnical <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 611 area. Content, ASTM D4718_ If soils contain visual and penetration _ <br />^ DeVORE Geologists <br /> oversize particles in excess of the limits of methods. ?! <br /> ASTM D-4718