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Client: Oxbow (Wining <br />- <br />Project: West Valley GOB Pile IT W1 <br />Location: Somerset, CO <br />II' Rock correction applied to proctor, as needed. <br />TEST Nuclear (ASTM Nuclear (ASTM 2922) <br />TYPE: 2922) Backscatter Direct Trans. X <br />Teat Landon of Test <br />No. <br />19 Southeast end of GOB pile Fill <br />20 Center of GOB pile Fill <br />21 Northwest end of GOB pile Fill <br />NOTE: All moisture from oven dry samples <br />DISTRIBUTION: <br />I-Client <br />I <br />NOTE: Results indicate in-place soil densities at the <br />locations and depths identified above. Grand Junction Lincoln <br />DeVore has relied on the contractor to provide uniform mix <br />placement and compactive effort throughout the fill area. <br />i <br />RECEIVED DEC 0 5 <br />(ASTM D-1556) I I SPECIFICATIONS: Project: X <br />Sand Cone <br />Y: • Fails Compac <br />•• Fails Moistu <br />S Standard Pn <br />M Modified Pr <br />N leer Density Testing c <br />ot4er coarse grained soils <br />cofrection of Unit Weigh <br />Cgntent, ASTM D-4718. <br />If I soils contain oversize <br />excess of the limits of AS <br /> <br />Report No: 7 <br />Date of Test: 11-19-08 <br />Test By: GS <br />GJLD Job No: 93345 -GJ <br />City: County: State: <br /> COMPACTION COMPAC. MOISTURE MOISTURE PROCTOR SOIL <br /> % SPEC % CONT. % SPEC. % VALUE TYPE <br /> 99 95S 10.7 +-2 93.0@15.0 Coal <br /> 97 95S 11.2 +-2 93.0@15.0 Coal <br /> 96 95S 14.8 +-2 93.0@15.0 Coal <br />m Spec. C = Cohesive GR NP JUNCTIONLINCOJ6N DeVORE, INC. <br /> ll?? <br />Spec. NC = NonCohesive B7F <br />or ABC = AgFgp to Base FILL DENSITY TEST DAILY REPORT <br />for PR = Pit Run <br />pit run' or Nuclear Density Testing is GRAND <br />sy require performed for acceptance ss JUNCTION Geotechnical <br />nd Water control and is combined LINCOLN Engineers- <br />with visual and penetration DeVORE Geologists <br />articles in methods. .. <br />d D-4718