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Project: • _ -- ---._...; <br />L: GEOTECH j Client/ On Site Rep: <br />Bowie Resources / 8. tear <br /> <br />Bowie Mine Gob Pile Stability Civil, Structural & Geotechnical Engineers <br />CO 81401 <br />• M <br />t <br />A Contractor / Rep: <br />Bowie Resources / Tracy Matekoovic <br /> on <br />rose. <br />ve. <br />222 South Park <br />Project No: <br />2005126-CMT Date: <br />1/15/2010 Ph.: (970) 249-6828 • FAX: (970) 249-0845 <br />CONSTRUCTION MATERIALS TESTING LABORATORY Technician: <br />L.Sanchez <br />DAILY CO MPACTION REPORT <br />TEST <br /> <br />NUMBER <br /> <br />I LOCATION <br />Embankment Gob - Gob Pile No. 2 <br /> <br />Center Slope GRADE ELEV TEST TYPE <br /> <br />NUC SAND MAX DRY <br />DENSITY <br /> <br />(Pcf) OPTIMUM <br />MOISTURE <br /> <br />CONT. (%) DRY <br />DENSITY <br /> <br />(pcf) MOISTURE <br />CONTENT <br /> <br />(%) PERCENT <br />COMPACTION NOT <br />WrTHIN <br /> <br />SPEC SOIL. <br />TYPE LAB SAMPLE <br />NUMBER <br />334 PT#4477) N19504.73/E37302.87 6142.5 X 112.6 8.3 89.5 19.1 79.5 X gob #331a & 334 r/c @280M <br />335 (PT#4478) N19549.78/E37277.20 6140.7 X 101.7 10.0 77.6 27.1 76.3 X gob #330a & 335 r/c @269% <br />336 PT#4479) N19507.90/E37170.83 6144.8 X 101.1 9.7 86.5 17.8 85.6 X gob #333 & 336 r/C @19% <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 X <br />Requirement: Cohesionless Soils Full Time: 0 Day: <br />S M T W 7b F <br />X 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 X <br />Requirement: Cohesionless Soils Number of Site Visits/Day: Temp: To 32 <br />x 32-50 <br />X 50-70 70-85 85 Up <br />Vibratory: <br /> Testing Only: Wind: Still od High <br /> Requested By (Company Name): X r <br />X Other (List Below): 0 <br />Laboratory Testing ASTM - Cohesive Soils X <br />Procedure: D 69$ <br />Cohesionless Soils B. Bear/ Bowie Resources Humidity: <br /> <br />X o <br />d Humid Haul Traffic <br />DENSITY/ COMPACTION TESTING WAS NOT PERFORMED 7 <br />ON THIS DATE FOR THE FOLLOWING REASONS: 3, nsufficient amount <br />f material placed. Informed (Rep of Company) of Test Results: <br />Tracy Matekoovic <br /> <br />was not informed prior <br />Bur_ khorn <br />t th <br />i <br />l <br />it <br />th <br />t <br />Contractor Not Working Due To: The Contractor Is: Bowie Resources va <br />o our ur arr <br />on s <br />e <br />a <br />e <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 />0 <br /> <br />Unknown: <br />Stockpiling Fill: Removing Unsuitable Matt: CM/GM: <br />Other: PAGE I OF 1 <br />05-126-CMT Bowie Mine Gob Pile Stability.xls DCR1-15-101s#334