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Project: __...._...-- __- __ -_ -� Client / On Site Rep: <br />• ' Gd ECH ; Bowie Resources / B. Bear <br />Bowie Mine Gob Pile Stability Civil, Structural & Geotechnicai EngineersTT Contractor / Rep: <br />222 South Park Ave. • Montrose.co 81401 Bowie Resources / Gary Harding <br />Project No: Date: Ph.: (970) 249 -8828 • FAX: (970) 249 -0945 Technician: <br />2005126 -CMT 7/24/2013 CONSTRUCTION MATERIALS TESTING B. Heckard <br />MOISTURE / DENSITY SPECIFICATIONS <br />900/0 Cohesive Soils <br />Cohesionless Soils <br />N/A Cohesive Soils <br />Cohesionless Soils <br />OBSERVATION / TESTING <br />Full Time: <br />Part Time: <br />Testing ASTM Cohesive Soils <br />D698 <br />Cohesionless Soils <br />DENSITY / COMPACTION TESTING WAS NOT PERFORMED <br />ON THIS DATE FOR THE FOLLOWING REASONS: <br />Not Working Due To: 17he Contractor Is: <br />of Site Visits /Day: <br />E Only: I <br />sted By (Company Name): <br />Bowie Resources <br />sumcienE a <br />material pl <br />Weather: Processing Frozen Material: =Processing Wet Material: <br />Malfunction: Stripping and /or Grubbing: =Moisture Conditioning Dry Matt: <br />Stockpiling Fill: Removing Unsuitable Mat9: <br />05- 126 -CMT Bowie Mine No. 2 Gob Pile Stability 2012+ DCR7- 24 -13bh #879 <br />FIELD OBSERVATIONS <br />S <br />M <br />T <br />W <br />TEST TYPE <br />MAX DRY <br />OPTIMUM <br />DRY <br />MOISTURE <br />PERCENT <br />NOT <br />SOIL <br />LAB SAMPLE <br />TEST <br />LOCATION <br />GRADE ELEV <br />NUMBER <br />NUC <br />SAND <br />DENSITY <br />MOISTURE <br />DENSITY <br />CONTENT <br />COMPACnON <br />w <br />TYPE <br />NUMBER <br />(pcf) <br />CONT. ( %) <br />(Pcf) <br />( %) <br />EC <br />SPEC <br />879 <br />Pt. 5047 (N: 19377.20 - E: 37186.92) <br />6116.0 <br />X <br />100.3 <br />10.91 <br />94.0 <br />14.4 <br />93.7 <br />354/355 r/c 012% <br />880 <br />Pt. 5048 (N: 19363.17 - E: 37067.41) <br />6104.1 <br />X <br />106.4 <br />11.01 <br />97.6 <br />13.6 <br />91.7 <br />358 r/c @14% <br />MOISTURE / DENSITY SPECIFICATIONS <br />900/0 Cohesive Soils <br />Cohesionless Soils <br />N/A Cohesive Soils <br />Cohesionless Soils <br />OBSERVATION / TESTING <br />Full Time: <br />Part Time: <br />Testing ASTM Cohesive Soils <br />D698 <br />Cohesionless Soils <br />DENSITY / COMPACTION TESTING WAS NOT PERFORMED <br />ON THIS DATE FOR THE FOLLOWING REASONS: <br />Not Working Due To: 17he Contractor Is: <br />of Site Visits /Day: <br />E Only: I <br />sted By (Company Name): <br />Bowie Resources <br />sumcienE a <br />material pl <br />Weather: Processing Frozen Material: =Processing Wet Material: <br />Malfunction: Stripping and /or Grubbing: =Moisture Conditioning Dry Matt: <br />Stockpiling Fill: Removing Unsuitable Mat9: <br />05- 126 -CMT Bowie Mine No. 2 Gob Pile Stability 2012+ DCR7- 24 -13bh #879 <br />FIELD OBSERVATIONS <br />S <br />M <br />T <br />W <br />Th <br />F <br />S <br />I <br />I I <br />X <br />I I <br />I <br />!r. Sun Clear Overcast Rain ! <br />X I X <br />To 32 32 -50 50 -70 70 -85 85 Up <br />X <br />Still Mod High <br />X <br />ty: Dry Mod Humid <br />x <br />ed (Rep of Company) of Test Results: <br />Ron Grimland (Bowie Resources) <br />Copies Given To: <br />- ompaction Equipment Used: <br />:.AT 815 <br />iheepsfoot: <br />imooth Drum Roller: <br />✓ibratory: <br />Other (List Below): = <br />Buckhom was not informed prior <br />to our arrival on site that the <br />contractor would not be working <br />on this date. <br />PAGE 1 OF 1 <br />