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Client Oxbow <br />Mining LLC <br />Report No: 3 <br />Project. GOB Pile <br />' Date of Test 12 -21 -11 <br />Location: Somerset, CO <br />Test By: RL <br />Rock correction applied to proctor, as seeded. <br />GILD Job No: 94206 - GJ <br />TEST TYPE: Nuclear (ASTM 2922) Nuclear (ASTM 2922) (ASTM D <br />Backscatter Direct Trans. X Sand Cone <br />SPECIFICATIONS: Project: X City: County: State: <br />Test <br />No <br />,ovation of Test <br />COMPACTION <br />% <br />COMPAC. <br />SPEC. % <br />MOISTURE <br />CONT. % <br />MOISTURE <br />SPEC. % <br />PROCTOR <br />VALUE <br />SOIL <br />TYPE <br />9 <br />10 <br />11 <br />East End of GOB Pile <br />Center of GOB Pile <br />West End of GOB Pile <br />KEY: • Fails Compaction Spec.` <br />•• Fails Moisture Spec. <br />S Standard Proctor <br />M Modified Proctor <br />C <br />NC <br />AB <br />PR <br />100 <br />100 <br />100 <br />= Cohesive <br />= NonCobesive <br />I <br />(j = Aggregate <br />= Pit Run <br />95 <br />95 <br />95 <br />Base <br />GRANDJUNCTION <br />BY: <br />FILL <br />25.3 <br />25.2 <br />24.4 <br />j i <br />� <br />+ -2 <br />+ -2 <br />+ -2 <br />LINCOLN DcV <br />91.6®13.5 <br />91.6(413.5 <br />91.6(413.5 <br />C. <br />CL <br />CL <br />CL <br />DISTRIBUTION: <br />1- Client <br />DENSITY TEST DAILY REPORT <br />NOTE: Results indicate m - 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 <br />other coarse grained soils may require <br />correction of Unit Weight And Water <br />Content, ASTM D.4718. If soils contain <br />oversize particles in excess of the limits of <br />ASTM D-4718 <br />1 <br />Nuclear Density Testing is <br />performed for acceptance <br />comrgl and is combined with <br />visual and penetration <br />1 <br />,;� <br />GRAND <br />JUNCTION Gootechnical <br />LINCOLN Engineers - <br />DeVORE Geologists <br />; % ; ;" <br />