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Project: <br />M <br />- -- <br />W <br />Client / On Site Rep: <br />F <br />S <br />am! GEOTECH <br />I <br />Bowie Resources / B. Bear <br />Contractor / Rep: <br />Bowie Mine Gob Pile Stability <br />Civil, Structural & Geotechnical Engineers <br />70 -85 <br />85 Up <br />Bowie Resources /Gary Harding <br />X <br />222 South Park Ave. • Montrose, CO 81401 <br />Ph.: (970) 249 -6826 • FAX: (970) 249 -0945 <br />Project No: <br />Date: <br />Technician: <br />2005126 -CMT <br />5/3/2013 <br />CONSTRUCTION MATERIALS TESTING <br />G. Jones <br />X <br />DAILY COMPACTION <br />Mod <br />REPORT <br />ty: <br />x <br />GRADE <br />TEST TYPE <br />MAX DRY <br />OPTIMUM <br />DRY <br />MOISTURE <br />PERCENT <br />NOT <br />SOIL <br />LAB SAMPLE <br />TEST <br />NUMBER <br />LOCATION <br />ELEV <br />DENSITY <br />MOISTURE <br />DENSITY <br />CONTENT <br />COMPACTION <br />wrr71I <br />TYPE <br />NUMBER <br />NUC <br />SAND <br />(pcf) <br />CONT. ( %) <br />(pcf) <br />( %) <br />SPEC <br />780 <br />Pt. 4948 (N: 19124.31 - E: 37324.14) <br />6038.5 <br />X <br />102.0 <br />10.6 <br />95.3 <br />15.0 <br />93.4 <br />354/355 r/C @15% <br />781 <br />Pt. 4949 (N: 19149.03 - E: 37224.57) <br />6042.7 <br />X <br />99.4 <br />11.1 <br />94.0 <br />7.8 <br />94.6 <br />354/355 r/c @10% <br />782 <br />Pt. 4950 (N: 19140.66 - E: 37128.65) <br />6042.5 <br />X <br />0.11 <br />11.01 <br />95.81 <br />13.61 <br />95.7 <br />1 <br />13541355 r/c @11% <br />MOISTURE / DENSITY SPECIFICATIONS <br />900/0 Cohesive Soils <br />Cohesionless Soils <br />ure N/A Cohesive Soils <br />Irement: Cohesionless Soils <br />OBSERVATION / TESTING <br />Time: <br />Time: <br />of Site Visits /Day. <br />Only: <br />sted By (Company Name): <br />Bowie Resources <br />:ory Testing ASTM Cohesive Soils <br />are: D698 <br />Cohesionless Soils <br />DENSITY / COMPACTION TESTING WAS NOT PERFORMED <br />ON THIS DATE FOR THE FOLLOWING REASONS: <br />;tor Not Working Due To: IThe Contractor Is: <br />material <br />Weather: Processing Frozen Material: Processing Wet Matenal: <br />Malfunction: Stripping and /or Grubbing: Moisture Conditioning Dry Mad: <br />Stockpiling FIII• Removing Unsuitable Mat'I: <br />FIELD OBSERVATIONS <br />5/3/2013 <br />5 <br />M <br />T <br />W <br />Th <br />F <br />S <br />I <br />I <br />Other (List Below): <br />I <br />I <br />1 X 1 <br />70 -85 <br />:r: <br />Sun <br />Clear <br />Overcast <br />Rain `. <br />Smooth Drum Roller: <br />X <br />I X <br />Other (List Below): <br />To 32 <br />32 -50 <br />50 -70 <br />70 -85 <br />85 Up <br />X <br />Still <br />Mod <br />High <br />X <br />Dry <br />Mod <br />Humid <br />ty: <br />x <br />l <br />ed (Rep of Company) of Test Results: <br />Ron Grimland (Bowie Resources) <br />Copies Given To: <br />05 -126 -CMT Bowie Mine No. 2 Gob Pile Stability 2012 +.xis DCR5- 3 -13gj #780 <br />Compaction Equipment Used: <br />CAT 815 <br />Sheepsfoot: <br />Smooth Drum Roller: <br />Vibratory: <br />Other (List Below): <br />Buckhorn was not informed prio <br />to our arrival on site that the <br />contractor would not be working <br />on this date. <br />PAGE 1 OF 1 <br />