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Client: Oxbow Mining Report No: 4 <br />Project: GOB Pile Date of Test: 7-20-2010 <br />Location: Somerset, CO Test By: GS <br />Rock 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 />Backscatter Direct Trans. X Sand Cone <br />Test oeation of Test COMPACTION COMPAC. MOISTURE MOISTURE PROCTOR SOIL <br />No. % SPEC. % CONT. % SPEC. % VALUE TYPE <br />11 GOB pile, Center 99 95 4.9 +-2 86.8@12.8 CW <br />12 GOB pile, Southeast 95 95 8.0 +-2 86.8@12.8 CW <br />13 GOB pile, Southwest 100 95 6.4 +-2 86.8@ 12.8 C W <br />14 GOB pile, Northwest 100 95 5.1 +-2 86.8(a 12.8 CW <br />R€CEIVEO JU 2 9 2010 <br />DISTRIBUTION: KEY: • Fails Compaction Spec. C = Cohesive GR)?D JUNCTION LILAC De <br />I -Client <br />•• 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 T GRAND <br />depths identified above. Grand Junction Lincoln DeVore has relied other coarse grained soils may require performed for acceptance JUNCTION Geotechnical <br />on the contractor to provide uniform mix placement and correction of Unit Weight And Water control and is combined with <br />LINCOLN ers- <br />compacUve effort throughout the fill area Content, ASTM D-4718. If soils contain visual and penetration DeVOR <br />j DeVORE Geologists <br />oversize particles in excess of the limits of methods. <br />ASTM D4718 <br />r.