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Project: --- <br />GEOTECH Client/ On Site Rep: <br />Bowie Resources I B. Bear <br />Bowie Mine Gob Pile Stability <br />Civil, Structural & Geotechnical Engineers <br />CO 81401 <br />222 South Park Ave <br />• Montrose Contractor / Rep: <br /> <br />Bowie Resources / Tracy Matekoovic <br />Project No: <br />2005126-CMT Date: <br />1/7/2010 . <br />, <br />Ph.: (970) 249.6828 • FAX: (970) 249-0945 <br />CONSTRUCTION MATERIALS TESTING LABORATORY Technician: <br />L. Sanchez <br />DAILY COMPACTION REPORT <br />TEST <br /> <br />NUMBER LOCATION <br />Embankment Gob - Gob Pile No. 2 <br />Center Slope GRADE ELEV TEST TYPE <br /> <br />NUC SAND MAX DRY <br />DENSITY <br />(pd) OPTIMUM <br />MOISTURE <br />CONT (%) DRY <br />DENSITY <br />(pco MOISTURE <br />CONTENT <br />(%) PERCENT <br />COMPACTION NOT <br />wmilN <br />SPEC SOIL <br />TYPE LAB SAMPLE <br />NUMBER <br />330 PT#4472 N19567.28/E37308.15 6137.9 X 101.0 9.7 70.4 11.0 69.4 X gob #318 r/c @19% <br />331 PT#4472 N19487.19/E37325.46 6140.1 X 103.0 9.7 76.2 28.8 74.0 X gob #227 r/c @26% <br />332 PT#4473) N19559.57/E37268.74 6136.4 X 91.9 11.7 88.3 18.4 96.1 gob #301-303 r/c @10% <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />MOISTURE / DENSITY SPECIFICATIONS OBSE RVATION / TESTING FIELD OBSERVATIONS <br />Specified Date: Compaction Equipment Used: <br />Compaction Cohesive Solis X <br />Requirement: 90%+ <br />Cohesionless Soils Full Time: Day: <br /> <br />S M T W Th <br /> <br />X F S <br /> <br />Sheepsfoot: A <br /> Part Time: Fx-] Weather: Sun Clear Overcast Rain Snow <br />Specified 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 <br /> <br />- 85 Up <br />Vibratory: <br /> Testing Only: <br />F 7X Wind: Still Mod High <br />: <br /> Requested By (Company Name): X <br />_ <br />Other (List Below}: <br />0 <br /> <br />Laboratory Testing ASTM - Cohesive Soils X <br />Procedure: D D 69 698 <br />Cohesionless Soils <br />B: Bear/ Bowie Resources <br />Humidity: <br />- <br />Dry <br />K <br />Mod <br />Humid <br />DENSITY / COMPACTION TESTING WAS NOT PERFORMED <br />ON THIS DATE FOR THE FOLLOWING REASONS: Insufficient amount <br />of material placed. Informed (Rep of Company) of Test Results: <br />Tracy Matekoovic <br />Buckhom was not informed prior <br />Contractor Not Working Due To: The Contractor Is: Bowie Resources to our arrival on site that the <br />contractor would not be workin <br /> <br /> <br />Inclement Weather: <br /> <br />Equipment Malfunction: <br /> <br />Processing Frozen Material: Processing Wet Material: <br /> <br />Stripping and/or Grubbing: Moisture Conditioning Dry Mati; <br />Field Copies Given To: <br /> <br />Contractor: <br />Client: g <br />on this date. <br /> <br />0 <br /> <br />Unknown: <br />StodQ?iting Fill: =Removing Unsuitable Mat'i: CM/GM: <br />Other: PAGE 1 OF 1 <br />05-126-CMT Bowie Mine Gob Pile Stability.xis DCRi-7-101s#330