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Ci,dtii Oxbo , ^ ining LLC „ . <br />t r <br />Report No: 2 <br />Prcjezt: GOB Pile ,,/ <br />Date of Test: 6 -05 -12 <br />' <br />Loc,.,aon Somerset, CO 1 <br />Test By: GS <br />kocl: correction :.pplicd to proctor, as needed. <br />GJLD Job No: 94425 -GJ <br />TEST TYPE Nuclear (ASTM 2922) Nuclear (ASTM 2922) (ASTM D -1556) <br />Backscatter Direct Trans. X Sand Cone <br />City: X County. State: <br />SPECIFICATIONS: Project: <br />Test <br />No <br />.,ocation of Test <br />COMPACTION <br />% <br />COMPAC. <br />SPEC. % <br />MOISTURE <br />CONT. % <br />MOISTURE <br />SPEC. % <br />PROCTOR <br />VALUE <br />SOB. <br />TYPE <br />5 <br />6 <br />7 <br />NW Side <br />SW Side <br />SE Side <br />NE Side <br />99 <br />99 <br />100 <br />100 <br />95 S <br />95 S <br />95 S <br />95 S <br />28.9 <br />22.4 <br />44.4 <br />33.5 <br />+ -2 <br />+ -2 <br />+ -2 <br />+ -2 <br />88.8 @15.0 <br />88.8 @15.0 <br />88.8 @15.0 <br />88.8 @15.0 <br />CL <br />CL <br />CL <br />CL <br />DIS T R1BU T'. iN <br />i-Client <br />KEY: • Fails Compaction Spec. C = Cohesive <br />•* Falls Moisture Spec. NC = NonCohesive <br />S Standard Proctor ABC = Aggregate Base <br />M Modified Proctor PR = Pit Run <br />GRAND JUNCTION LILAC ti LN DeVORF I C. <br />B <br />FILL DENSITY TEST DAILY REPORT <br />NOTE Re,.tlts indicate in -place soil densities at the locations and <br />depths identified above. Grand Junction Lincoln DeVore has relied <br />on the contractor to provide uniform mix placement and <br />compactive effort throughout the fill area. <br />Nuclear Density Testing of `pit run' or Nuclear Density Testing is <br />other coarse grained soils may require performed for acceptance <br />correction of Umt Weight And Water control and is combined with <br />Content, ASTM D-4718 If soils contain visual and penetration <br />oversize particles m excess of the limits of methods. <br />ASTM D -4718 <br />GRAND <br />”; JUNCTION Geotechnical <br />LINCOLN Engineers - <br />} ' DeVORE Geologists <br />