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Project: :.......................... <br />IAIM • - GEOTECH . Client / On Site Rep: <br />Bowie Resources / B. Bear <br /> <br /> <br /> <br />owie Mine Gob Pile Stability <br />. <br />:............................................................... ............ <br />......................................................................................... <br />Civil, Structural & Geotechnical Engineers <br />• Montrose <br />CO 81407 <br />222 South Park Ave <br /> <br /> <br />ontractor Rep: <br />Bowie Resources / Tracy Matekovic <br />Project No: <br />2005126-CMT Date: <br />5/19/2010 . <br />, <br />Ph.: (970) 249.6828 • FAX: (970) 249-0945 <br />CONSTRUCTION MATERIALS TESTING LABORATORY Technician: <br />L. Sanchez <br />DAILY CO MPACTION REPORT <br /> LOCATION TEST TYPE MAX DRY OPTIMUM DRY MOISTURE PERCENT ' NOT SOIL LAB SAMPLE <br />TEST <br />NUMBER Embankment Gob -Center Bench - <br />Gob Pile No_ 2 GRADE ELEV NUC SAND DENSITY <br />(pcf) MOISTURE <br />CONT. {%) DENSITY <br />(pcf) CONTENT <br />(%) COMPACTION WITHIN <br />SPEC TYPE NUMBER <br />368 PT#4514 N19276.44/E37460.25 6073.8 X 103.6 9.6 99.1 13.2 95.7 gob #339 & 340 r/c @ 240/ <br />369 (PT#4515) N19356.12/E37652.20 6086.9 X 103.5 9.4 93.2 12.5 90.0 gob #339 & 340 r/c @ 26% <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />MOISTURE / DENSITY SPECIFICATIONS OBSERVATION /TESTING FIELD OBSERVATIONS <br />Specified Date: Compaction Equipment Used: <br />Compaction 90% + Cohesive Soils <br />Requirement: Cohesionless Soils x Full Time: Day: 5 M T W <br />X Th F S <br />Sheepsfoot: <br /> Part Time: Weather: Sun Clear . Overcast Rain Snow <br />Specified x X Smooth Drum Roller: <br />Moisture N/A Cohesive Soils <br />Requirement: Cohesioniess Soils x Number of Site Visits/Day: Temp: To 32 32-50 50-70 <br />X 70.85 85 Up <br />Vibratory: <br /> Testing Only: I Wind: still Mod High <br /> Requested By (Company Name): X X Other (List Below): <br />Laboratory Testing ASTM Cohesive Soils <br />Procedure: D- 698 <br />Cohesionless Soils X Tracy Matekovic / Bowie Resources Humidity: Fry <br /> <br />X Mod Humid <br />DENSITY / COMPACTION <br />ON THIS DATE FOR TESTING WAS NOT PERFORMED <br />THE FOLLOWING REASONS: l Insufficient amount <br />of material placed. Informed (Rep of Company) of Test Results: <br />Tracy Matekovic / Bowie Resources <br />Buckhom was not informed prior <br />Contractor Not Working Due To: The Contractor is: to our arrival on site that the <br />contractor would not be working <br /> <br />Inclement Weather: <br /> <br />Equipment Malfunction: <br />Processing Frozen Material: Processing wet material: <br /> <br />Stripping and/or Grubbing: Moisture Conditioning Dry MatT Field Copies Given To: <br /> <br />Contractor: <br />Client: on this date. <br /> <br />Unknown: <br />Stockpiling Fill: Removing Unsuitable Meet CM/GM: <br />Other: ' PAGE 1 OF 1 <br />05-126-CMT Bowie Mine No. 2 Gob Pile Stability.xls DCR5-19-1015#368