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Client: O>-q Mining <br /> <br />Project: GOB Pile <br /> <br />Location: <br /> <br />Rock correction applied to proctor, as needed <br /> <br />TEST TYPE: Nuclear (ASTM 2922) Nuclear (ASTM 2922) <br />Backscatter Direct Trans. X <br />Report No: <br /> <br />Date of Test: <br /> <br />Test By: RL <br /> <br />GJLD Job No: <br />(ASTM D-1556) SPECIFICATIONS: Project: City: X <br />Sand Cone <br />1 <br /> <br />4-27-09 <br /> <br /> <br /> <br />3712-GJ <br />County: <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />ate: <br />Test tion of Test <br />No. COMPACTION COMPAC. MOISTURE MOISTURE PROCTOR SOIL <br /> % SPEC. % CONT. % SPEC. % VALUE TYPE <br />I GOB pile, east end <br /> 100 95S 12.4 N/A 71.8@15.7 Coal <br />2 GOB pile, center <br /> 100 95S 10.2 N/A 71.8@15.7 Coal <br />3 GOB pile, west end <br /> 100 95S 13.2 N/A 71.8@ 15.7 Coal <br />DISTRIBUTION: KEY: Fails Compaction Spec. C = Cohesive GRAND JUNCTION LINCOLN DeVO C. <br />I -Client <br />•• Fails Moisture S <br />pec. <br /> <br />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 <br />depths identified above. Grand Junction Lincoln DeVore has r <br />li <br />d Nuclear Density Testing of `pit run' or <br />h Nuclear Density Testing is GRAND <br />e <br />e <br />on the contractor to provide uniform mix placement and <br />compactive effort throughout the fill area ot <br />er coarse grained soils may require <br />correction of Unit Weight And Water performed for acceptance <br />control and is combined with <br />JUNCTION <br />Geotechnical <br /> Contest ASTM D-4718. If soils contain <br />i visual and penetration i LINCOLN <br />DeVORE Engineers- <br /> overs <br />ze particles in excess of the limits of methods. - Geologists <br /> ASTM D-4718