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<br />- Report No: 8 <br />Client: Oxbow Mining <br /> Date of Test: 11-07-07 <br />Project: GOB pile <br /> Test By: RL <br />Location: Somerset, CO <br /> GJLD Job No: 92786 -GJ <br />Rock correction spptied to proctor, ss nceded. <br />TEST TYPE: Nuclear (ASTM Nuclear (ASTM 2922) (ASTM D-1356) SPECIFICATIONS: Project: City: X County: State: <br />2922) Baclsscatter Direct Traas. X Saad Cone <br /> COMPACTION COMPAC. MOISTURE MOISTURE PROCTOR SOIL <br />Test Locaflon of Test y° SPEC. •/. CONT. °/. SPEC. •/. VALUE TYPE <br />No. <br />34 West VaAey No. 1, SE side GOB pile, corrected moisture 100 90 M 9.1 N/A 71.4@13.9 Coal <br />33 West Valley No. 1, N side GOB pile, corrected moisture 100 90 M 4.4 N/A 77.4@13.9 Coal <br />36 West Valley No. 1, SW side GOB pile, corrected moisture 100 90 M 3.5 N/A 77.4@15.9 Coal <br />37 West Valley No. 2, SE side GOB pile, corrected moisture 100 90 M 9.6 N/A 77.4@13.9 Coal <br />38 West Valley No. 2, SW side GOB pile, corrected moisture 100 90 M 13.8 N/A 77.4@13.9 Coal <br />39 West Valley No. 2, NW side GOB pile, corrected moisture 100 90 M 18.4 N/A 77.4@13.9 Coal <br />RECEIVED t~~ 1 5 2007 <br /> KEY: * Fails Compaction Spec. C =Cohesive GRAND .IUNCTION LINCOLN DeVORE, INC. <br />DISTRIBUTION: ~ <br />~"~ <br /> *• Fails Moisture Spec. NC = NonCohesive BY: ~ ?^ ~ r-' <br />/....%"J~ -''~~--..~?!~"""" <br />1-Client <br /> S Standard Proctor ABC = Aggregate Base FILL DENSITY TEST DAILY REPORT <br /> M Modified Proctor PR =Pit Run <br /> <br />NOTE: Results indicate in-place soil densities at the locations Nuclear Density Testing of `pit nui' or <br />Nuclear Density Testing is "' GRAND <br />% ;;, ;';%; %~ <br />JUNCTION <br /> <br />Ge <br /> <br />otechnical <br />grained y require <br />aad depths identified above. Grand Junction Lincoln DeVore other coarse soils ma performed fora ce <br />~~~ <br />l and is combined <br />t ;~~ <br />, <br />LINCOLN <br />%'% ~' <br />Engineers- <br />has relied on the contractor to provide uniform mix placement correction of Unit Weight And Water <br />ASTM D-4718 <br />tent <br />C con <br />ro <br />with visual and penetration , <br />.;; ~; %~ DeVORE <br />'; „',;; Geologists <br />. <br />, <br />on <br />and compactive effort throughout the fill area. <br />If soils contain oversize particles in methods. <br />;~ ,~% <br />excess of the limits of ASTM D-4718 <br />