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<br />Client: Oxbow Mining J Report No: 4 ' <br />Project: West Valley GOB Pile Date of Test: 7-31-08 <br />Location: Somerset, CO Test By: RL <br />Rock correction applied to proctor, as needed. GJLD Job No: 93345 -GJ <br /> <br />TEST TYPE: Nuclear (ASTM Nuclear (ASTM 2922) (ASTM D-1556) SPECIFICATIONS: Project: City: X County: State: <br />2922) Backscatter Direct Trans. X Sand Cone <br /> <br />Test Location of Test COMPACTION COMPAC. MOISTURE MOISTURE PROCTOR SOIL <br /> % SPEC. % CONT.'/ SPEC. % VALUE TYPE <br />No. <br />10 East side of GOB pile 95 NA 19.6 NA 67.0@17.8 Coal <br />I I Middle of GOB pile 95 NA 18.4 NA 67.0@17.8 Coal <br />12 West side of GOB pile 99 NA 19.1 NA 67.0@17.8 Coal <br /> Q <br />NOTE: All moisture from oven dry samples <br /> RECEIVED AUG 2 2 08 <br />DISTRIBUTION: KEY: * Fails Compaction Spec. C = Cohesive GR N JUNCTION LINCOLN De <br />J y <br />I-Client " 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 Nuclear Density Testing of `pit rum' or Nuclear Density Testing is GRAND <br />JUNCTION <br />l <br />t <br />h <br />i <br />G <br />and depths identified above. Grand Junction Lincoln DeVore other coarse grained soils may require performed for acceptance <br />LINCOLN <br />ca <br />eo <br />ec <br />n <br />ineers- <br />En <br />has relied on the contractor to provide uniform mix placement correction of Unit Weight And Water control and is combined g <br />t <br />i <br />and compactive effort throughout the fill area. Content, ASTM D4718. with visual and penetration DeVORE s <br />Geolog <br />s <br /> If soils contain oversize particles in methods. <br /> excess of the limits of ASTM D4718 "' "'