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R E ? D SEP 10 8 2808 <br /> <br /> Report No: 5 <br />Client: Oxbow Mining <br /> <br /> Date of Test: 8-28-08 <br />Project: West Valley GOB Pile <br />Location: Somerset, CO Test By: RL <br /> D Job No: 93345 -GJ <br />GJI <br />Rock correction applied to proctor, as needed. . <br />TEST Nuclear (ASTM Nuclear (ASTM 2922) (ASTM D-1556) SPECIFICATIONS: Project: X City: County. State: <br />TYPE: 2922) Backscaiter Direct Trans. X Sand Cone <br /> COMPACTION COMPAC. MOISTURE MOISTURE PROCTOR SOBL <br />Test Location of Test % SPEC. % CONT. % SPEC. % VALUE TYPE <br />No. <br /> <br />13 West side of GOB pile % 95S 15.3 +-2 81.8@15.8 Coad <br /> 99 95S 16.0 +-2 81.8@15.8 Coad <br />14 Center of GOB pile <br /> 98 95S 15.5 +-2 81.8@15.8 Cozad <br />15 East side of GOB pile <br /> NOTE: All moisture from oven dry samples <br /> KEY: • Fails Compaction Spec. C = Cohesive GRAND JUNCTION LINCOLN DeVORE, INC. <br />DISTRIBUTION: <br />1-Chem •' Fails Moisture Spec. NC = NonCohesive BY: <br /> S Standard Proctor ABC = Aggregate Base FILL NSIT Y ST DAILY REPORT <br /> M Modified Proctor PR = Pit Run <br />NOTE: Results indicate in-place soil densities at the Nuclear Density Testing of `pit run' or Nuclear Density Testing is GRAND <br />JUNCTION <br />Geotechnicad <br /> <br />identified above. Grand Junction Lincoln <br />locations and depths <br />other coarse grained soils may require performed for acceptance <br />i <br />d <br />LINCOLN <br />Engineers- <br />DeVore has relied on the contractor to provide uniform mix ne <br />correction of unit Weight And water control and is comb VORE <br />D Geoid <br />placement and compactive effort throughout the fill area. Content, ASTM D-4718. with visual and penetration e <br /> if soils contain oversize particles in methods. <br /> excess of the limits of ASTM D-4718