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i~ <br />Client: Oxbow Mining Report No: 1 <br />Project: GOB Pile Date of Test: 7-26-OS <br /> <br />Location: Test By: LS <br />Rock correction applied to proMoy as Deeded. GJLD Job No: -GJ <br /> <br />TEST Nuclear (ASTM Nuclear (ASTM 2922) (ASTM D-1556) SPECIFICATIONS: Project: City: X County: State: <br />TYPE: 2922) Backscatter Direct Trans. X Sand Cone <br />Tent LoatioD of Tot COMPACTION COMPAC. MOISTURE MOISTURE <br />SPEC <br />% PROCTOR <br />VALUE SOIL <br />TYPE <br />No. ~ % SPEC. % CONT. % . <br />1 GOB Pile, West side 100 95 5 13.8 NA 76.0@15.8 C <br />2 GOB Pile, North side 100 95 5 133 NA 76.0@I5.8 C <br />3 GOB Pile, East side 95 95 5 30.4 NA 76.0@15.8 C <br /> RECEIV D ~~~ ~ <br />DISTRIBUTION: KEY: • Fails Compaction Spec. C = Cohesive JUNCTION LINCOLN D ,INC. <br /> ~ <br />1-Client •• Fails Moiswte Spec. NC = NoDCohesive B <br /> <br /> S Standard Proctor ABC = Aggregate Base FII.L DENSITY TEST DAII.Y REPORT <br /> M Modified Proctor PR =Pit Run <br />NOTE: Results indicate in-place soil densities az the Nuclear DensityTesting of `pitruD' or Nuclear DeDSity Testing is ~ ~ ~;,;, GRAND <br />~ <br />locations and depths identified above. Grand Junction Lincoln other coarse grained soils Duty require performed for ecceptaDCe f ~' %~ ]UNCTION Geotechnical <br />DeVore has relied on the contractor to provide uniform mix correction of Unit Weight And Water control end is combined LINCOLN <br />~ EDgineers- <br />G <br />l <br />i <br />phtcernentand cotDpactive effort throughout ffie fill area. Content, ASTM D-4718. with visual aDd penehation DeVORE eo <br />og <br />sts <br /> If soils conteia oversize particles in methods. <br /> excess of the liailts of ASTM D-4718 <br />s <br />