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Project: <br />Bowie Mine Gob Pile Stability <br />Civil, <br />CONSTRUCTION <br />BUCKHOR <br />Structural <br />222 South Park <br />Ph.: (970) 249 <br />MATERIALS <br />. GEOTECH <br />Client / On Site Rep: <br />Bowie Resources / B. Bear <br />& Geotechnical Engineers <br />Ave. • Mornrose, CO 81401 <br />-6828 • FAX: (970) 249 -0945 <br />TESTING LABORATORY <br />Contractor / Rep: <br />Bowie Resources / Gary Harding <br />Project No: <br />2005126 - CMT <br />Date: <br />8/9/2011 <br />Technician: <br />J. Hershman <br />DAILY COMPACTION REPORT <br />TEST <br />NUMBER <br />LOCATION <br />GRADE ELEV <br />TEST TYPE <br />MAX DRY <br />DENSITY <br />(pcf) <br />OPTIMUM <br />MOISTURE <br />CONT. ( %) <br />DRY <br />DENSITY <br />(pcf) <br />MOISTURE <br />CONTENT <br />( %) <br />PERCENT <br />COMPACTION <br />NOT <br />WITHIN <br />SPEC <br />SOIL <br />TYPE <br />LAB SAMPLE <br />NUMBER <br />NUC <br />SAND <br />504 <br />(Pt. #4652) N19343.68/E3605.35 <br />6100.3 <br />X <br />87.4 <br />13.5 <br />82.0 <br />18.0 <br />93.8 <br />419 r /c@ 12% <br />505 <br />(Pt. #4653) N19397.70/E37682.69 <br />61013 <br />X <br />84.8 <br />13.9 <br />81.9 <br />15.4 <br />96.6 <br />419 r/c @ 8% <br />506 <br />(Pt. #4654) N19487.45/E37829.31 <br />6096.0 <br />X - <br />87.5 <br />13.6 <br />85.4 <br />13.2 <br />97.6 <br />419 rIC @ 12% <br />507 <br />(Pt. #4655) N19496.66/E37873.38 <br />6098.0 <br />X <br />97.0 <br />11.2 <br />88.7 <br />13.8 <br />91.4 <br />_._. <br />417/418 r/c 15 <br />508 <br />(Pt. #4656) N19564.62/E37877.98 <br />6100.7 <br />X <br />96.7 <br />11.0 <br />85.1 <br />18.3 <br />88.0 <br />X <br />330/335 r/c @ 16% <br />509 <br />(Pt. #4657) N19565.96/E37821.10 <br />6104.7 <br />X <br />96.7 <br />1.0.3 <br />89.7 <br />12.8 <br />92.7 <br />339/340 r/c @ 14% <br />510 <br />(Pt. #4658) N19493.81/E37766.08 <br />6102.0 <br />X <br />96.1 <br />11.2 <br />82.5 <br />10.9 <br />85.8 <br />X <br />327/338 r/c 11% <br />MOISTJRE / DENSITY SPECIFICATIONS <br />OBSERVATION / TESTING <br />FIELD OBSERVATIONS <br />;Specified <br />Compaction 90% + Cohesive Soils <br />Requirement: Cohesionless Soils <br />X <br />Full Time: <br />Part Time: <br />Number of Site Visits /Day: <br />Testing Only: <br />Requested By (Company Name): <br />Bowie Resources <br />Date: <br />Day: <br />Weather: <br />Temp: <br />Wind: <br />Humidity: <br />Compaction Equipment <br />Sheepsfoot: <br />Smooth Drum Roller: <br />Vibratory: <br />Other (List Below): <br />CAT 815 <br />Used: <br />I <br />S <br />M <br />I--X <br />W <br />Th <br />F <br />S <br />I X 1 <br />X <br />Sun <br />Clear <br />X <br />Overcast <br />Rain <br />Snow <br />Specified <br />Moisture +/- 2% Cohesive Soils <br />Requirement: Cohesionless Soils <br />X <br />I <br />I <br />To 32 <br />32-50 <br />50 -70 <br />X <br />70 -85 <br />85 Up <br />I <br />X 1 <br />Still <br />X <br />Mod <br />High <br />Laboratory Testing ABM' <br />Procedure: D698 Cohesive Soils <br />Cohesionless Soils <br />Dry <br />X <br />Mod <br />Humid <br />DENSITY / COMPACTION TESTING WAS NOT PERFORMED <br />ON THIS DATE FOR THE FOLLOWING REASONS: <br />Insufficient amount <br />of material placed. <br />Informed (Rep of Company) of Test Results: <br />Ron Grimland <br />Buckhorn <br />to <br />contractor <br />was <br />our arrival <br />would <br />on <br />not informed prior <br />on site that the <br />not be working <br />this date. <br />Contractor Not <br />Inclement Weather: <br />Equipment Malfunction: <br />Unknown: <br />Working Due To: <br />The Contractor Is: <br />Processing Frozen Material: <br />stripping and /or Grubbing: <br />stockpiling Fill: <br />Wet Material: <br />Conditioning Dry <br />Unsuitable Mel: <br />Field Copies <br />Contractor: <br />Client: <br />Given <br />To: <br />Processing <br />I <br />Moisture <br />McVI: <br />CM /GM: <br />Other: <br />PAGE 1 OF 1 <br />I Removing <br />I <br />05- 126 -CMT Bowie Mine No. 2 Gob Pile Stability 2009 +.xls DCR8- 9 -11jh #504 <br />