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Report No: 13 <br />Client: Oxbow Mine <br /> Date of Test: 9-14-04 <br />Project: GOBPih? <br /> Test Hy: BK <br />Location: <br /> GJLD Job No: 88147-GJ <br />TEST Nuclear (ASTM Nuclear (ASTM 2922) (ASTb1 D-1556) SPECIFICATIONS: Project: X City: County: State: <br />TYPE: 2922) Baclscetter Direct Trans. X Sand Cone <br /> COMPACTION COMPAC. MOISTURE MOISTURE PROCTOR SOIL <br />Test Location of Test % SPEC. °/a CONT. % SPEC. % VALUE TYPE <br />No. <br /> 100 NA 5.7 NA 94.5@10.0 Coal <br />37 S side of GOB <br /> 100 NA 7.3 NA 94.5@10.0 Coal <br />38 N side of GOB <br /> 100 NA 6.5 NA 94.5@10.0 Coal <br />39 W side of GOB <br /> ECENEp NOV D 5 20D4 <br /> ,,. ,R <br /> KEY: • Fails Compaction C =Cohesive GRAND (UNCTION LINCOLN DeVORE, INC. <br />DISTRIBUTION: S~ 2L <br />l/~/~. <br />l •• Fails Moisture Spec. NC = NonCohesive AY:~/J <br />I-C <br />ient <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 [he Nuclear Density Testing of `pit run' or Nuclear Density Testing is <br />tena <br />d for acce <br />f <br />i rte,. ;. -r >_ GRAND <br />%'r% JUNCTION <br />~ r <br />) '' ''~ <br />y <br />Geotechnical <br />locations and depths identified above. Grand Junction p <br />orme <br />re per <br />other coarse grained soils may requ <br />d is combined <br />l - <br />, <br />~ LINCOLN <br />% Engineers- <br />Lincoln DeVore has relied on the contractor to provide an <br />correction of Unit Weigfit And Water contro <br />ASTM D-4718. if soils with visual and penetration <br />Content ~~ ~ ~ <br />.; <br />i ~,,,,,,,. peVORE <br />, Geologists <br />unifonn mix placement and compac[ive effort throughout , d <br />- <br />~ I <br />~ <br /> contain oversize rcles in excess o <br />~ s. <br />f metho ~.,,,, <br />` ~~ <br />the fill area the limits of ASTM D-4718 <br />