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Project: ................................... .............................. <br />- GEOTECH <br />:............................................................................ , <br /> <br />: Client / On Site Rep: <br />Bowie Resources / 13. Bear <br /> <br />Bowie Mine Gob Pie Stability ......................................................................... <br />Civil, Structural & GeotechnicaI. ;Engineers <br />222 South Park Ave. - Montrose <br />CO 81401 <br />Contractor / Rep: <br />Loadout Services / Ty Hyatt <br />Project No: <br />2005126-CMT Date: <br />8/26/2009 , <br />Ph.: (970) 249-6828 - FAX: (970) 249.0945 <br />CONSTRUCTION MATERIALS TESTING LABORATORY Technician: <br />R. Wilson <br />DAILY CO MPACTION REPORT <br /> <br />NUTM ER LOCATION <br />Embankment Gob - Gob Pile No, z <br />Center Slope <br />GRADE ELEV TEST TYPE <br />NUC SAND MAX DRY <br />DENSITY <br />(pcf) OPTIMUM <br />MOISTURE <br />CONT. (%) DRY <br />DENSITY <br />(pcp MOISTURE <br />CONTENT <br />(%) PERCENT' <br />coMPAcnoN NOT <br />wmitN <br />SPEC SOIL <br />TYPE LAB SAMPLE <br />NUMBER <br />295 (PT#4433) N19526.90/E37254.00 6122.6 X 106.0 10.2 107.6 10.8 101.5 gob 295 r/c @ 16% <br />296 (PT#4434) N19537.39/E37399.75 6124.2 X 93.0 11.8 94.5 9.1 101.6 gob 296 r/c @ 18% <br />297 (PT#4435 N19555.64/E37570.96 6121.1 X 102.2 12.9 98.1 9.0 96.0 gob 300 r/c @ 15% <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: Day: S 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 X <br />Requirement: Cohesionless Soils Number of Site Visits/Day; Temp: To 32 32-50 50-70 <br />X 70-85 85 Up <br />Vibratory: <br /> Testing Only: FRI Wind: Still Mod High <br /> <br />AST Requested By (Company Name): X Other (List Below): <br />Laboratory Testing <br />8 Cohesive Soils X <br />Procedure: 698 <br />Cohesionless Soils <br />Ty Hyatt / Loadout Services <br />Humidity: <br />rxry <br /> <br />Mod <br /> <br />Humid <br /> <br />Haul traffic <br />DE <br />NSITY / COMPACTION TESTING WAS NOT PERFORMED <br />ON THIS DATE FOR THE FOLLOWING REASONS: <br />7Insufficlent amount <br />ial placed. <br />Informed (Rep of Company) of Test Results: <br />Ty Hyatt / Loddout Services <br /> <br />Buckhorn 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 wo <br />kin <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 Maul: <br />Field Copies Given To: <br /> <br />Contractor: <br />Client: r <br />g <br />on this date. <br /> <br />Unknown: <br />Stockpiling Fill: =Removing Unsuitable Mat]: CM/GM: <br />Other: PAGE 1 OF 1 <br />05-126-CMT Bowie Mine Gob Pile Stability-As DCR8-26-09rw#295-ap