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1W <br />Client Oftmining LLC <br />Report No: 1 <br />Project GOB Pile <br />Date of Test 5 -7 -11 <br />Location Somerset, CO <br />Fest By GS <br />Rock correction applied to proctor, as needed. <br />GJI_D Job No 94685 -GJ <br />TEST TYPF Nuclear (ASTM 2922) Nuclear (ASTM 2922) <br />(ASTM D -1556) <br />SPECIFICATIONS' Project <br />City X <br />C oust} State <br />I <br />Backscatter Direct Trans X <br />Sand Cone <br />f <br />Test <br />ocation of Fest <br />COMPAC TION <br />C'OMPAC <br />MOISTURE <br />Mi 1IST1 RI <br />PRO( I OR <br />SOII, <br />No <br />°,o <br />SPEC °o <br />CONT % <br />CPI C °u <br />VALI'F <br />'TYPE I <br />1 <br />NW Comer <br />94 <br />95S <br />11.0 <br />—2 <br />100.0.0 11.4 <br />CL <br />2 <br />NE Comer <br />98 <br />95S <br />11.6 <br />2 <br />100.00 11.4 <br />CL <br />3 <br />SW Corner <br />99 <br />95S <br />11.0 <br />+ -2 <br />100.0 -11 11.4 <br />CL <br />4 <br />SE Corner <br />91 <br />95S <br />10.6 <br />—2 <br />100.0 u 11.4 <br />CL <br />DISTRIBUTION <br />KEY • Fails Compaction Spec. <br />C = Cohesive <br />GRAND JITN 'ION LINO)t N 1kK) - <br />I -Client <br />Fails Moisture Spec. <br />NC = NonCohesive <br />BY <br />FILL DENSITY "I LST DAILY RI.POR I' <br />S Standard Proctor ABC = Aggregate Base <br />M Modified Proctor <br />PR = Pit Run <br />NOTE' Results indicate in -place soil densities at the locations and <br />Nuclear Density Testing of 'pit run' or Nuclear Density Testing is <br />I <br />GRAND <br />depths identified above. Grand Junction Lincoln DeVore has relied <br />other coarse grained soils may require performed for acceptance <br />JUNCTION Gcotechmcal <br />on the contractor to provide uniform mix placement and <br />correction of Unit Weight And Water control and is combined with <br />LINCOLN Fngmeers- <br />compactive effort throughout the fill area <br />Content, ASTM D-4718 If soils contain <br />visual and penetration <br />DeVORF (ieologi.ts <br />oversize particles in excess of the limits of methods <br />ASTM D-4718 <br />