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<br />Client: Oxbow Mining <br /> Report No: 5 <br /> <br />Project: GOB Pile <br /> Date of Tat: 10-04-2010 <br /> <br />Location: Somerset, CO <br /> Test By: GS <br /> <br />Rock correction applied to proctor, as needed <br /> GJLD Job No: 93948-GJ <br />TEST TYPE: Nuclear (ASTM 2922) Nuclear (ASTM 2971) <br />Backscatter Direct Trans. X (ASTM D-1556) <br />Sand Cone SPECIFICATIONS: Project: X C <br />?h <br />Counry: <br />State: <br />Test on of Test <br />No COMPACTION COMPAC. MOISTURE MOISTURE PROCTOR SOIL <br /> % SPEC. % CONT. % SPEC. % VALUE TYPE <br />15 GOB pile <br />NE Corner <br />, 96 95 <br />4.6 <br />+_2 <br />61.9@18.5 <br />C W <br />16 GOB pile, NW Comer <br /> 97 95 3.0 +-2 61.8@18.5 CW <br />17 GOB pile <br />SW Comer <br />, 98 95 3.1 +_2 61.8@18.5 CW <br />18 GOB pile, SE Comer <br /> 98 95 2.4 +_2 61.8@18.5 CW <br /> <br />DISTRIBUTION: <br />KEY: • Fails Compaction Spec. <br />C = Cohesive <br />GRAND JUNCTI <br />DeV RE, INC. <br />J 1 <br /> <br />i <br />I-Client •• Fails Moisture Spec. NC = NonCohesive J ? <br />BY: "t <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 DcVore has relied Nuclear Density Testing of 'pit run' or <br />other coarse grained soils ma <br />re <br />uire Nuclear Density Testing is <br />f <br />d f GRAND <br /> <br />on the contractor to provide uniform mix placement and y <br />q <br />correction of Unit Weight And Water per <br />orme <br />or acceptance <br />control and is combined with JUNCTION Ge otechnical <br />corn ve effort <br />pacui throughout the fill area. <br />Content, ASTM D-4718. If soils contain <br />visual and penetration %. LINCOLN En?_ <br /> oversize particles in excess of the limits of methods. DeVORE Gib <br />gists <br /> ASTM D-4718 <br />"rl <br />?l <br />TI <br />--1 <br />"i <br />V