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Report No: 1 <br />Client: Oxbow Mine <br /> Date of'fese 3-24-04 I <br />Project GOB pile <br /> Test B}': BK <br />Location: <br /> GJLDJob No : 90885-GJ <br />Rock correction applied to proctor, as needed. <br />TEST Nuclear (ASTM Nuclear(ABTM2922) (ASTMD-1s56) SPECIFICATIONS: Project: X City: County: State: <br />TYPE: 2922) Backscatter Direct Trans. X Sand Cone <br /> COMPACTION COMPAC. MOiSTIJRE MOISTURE PROCTOR SOIL <br />Test Location of Test % SPEC.% CONT.% SPEC.% VALUE TYPE <br />No. <br /> t00 95 5.8 NA 76.0@15.8 Coal <br />1 GOB Pile, N ~ FSG <br /> 100 95 6.1 NA 76.0@15.8 Coal <br />2 GOB Pile, NE @FSG <br /> 100 95 8.5 NA 76.0@15.8 Coal <br />3 GOB Pile, E ~ FSG <br /> ~, <br />0 <br /> a~ <br />N <br /> O <br /> r <br /> Q <br /> <br /> 0 <br /> W <br /> <br /> W <br /> U <br /> W <br /> <br /> KEY: • Fails Compaction Spec. C = Cohesive GRAND JUNCTION LINCOLN DeVORE, INC. <br />DISTRIBUTION: gy ' <br /> Fails Moisture Spec. NC = NonCohesive BY: <br />_ /- <br />/~. <br />1-Client <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 Nuclear Density Testing of'pit run' or Nuclear Density Testing is <br />t <br />d f s,%~ ,;, , t/i <br />GRAND <br />locations and depths identified above. Grand Junction or accep <br />ance <br />other coarso grained soils may require performe <br />d is combira:d <br />t <br />l j <br />,;~ JUNCTION Geotechnical <br />Lincoln IJeVore has relied on the contractor to provide en <br />ro <br />correctloo of Unit Weight And Water wn <br />ASTM D-4718. If soils with visual end peaetratirn <br />Content ; <br />. <br />,;~s ;~ 'ri~ LINCOLN Engineers- <br />uniform rnix placement and compective etYort throughout . <br />COatam OVe(SIZO pernCles m e%CCSS Of metllOdS. f'%%' DCVORE GeOIOgIS[$ <br />the f ll area. the limits of ASTM I}4718 <br />