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Project: -- <br />I CM=:G:E:0TECHj1 Client / On Site Rep: <br />Bowie Resources ( B. Bear <br />Bowie Mine Gob Pile Stability Civil, Structural & Geotechnical Engineers <br />222 South Park Ave. • Montrose. Co 81401 Contractor / Rep: <br />Load Out Services / Ty Hyatt <br />Project No: <br />2005126-CMT Date: <br />7/t/2009 Ph.: (970) 249-6828 • FAX: (970) 249.0945 <br />CONSTRUCTION MATERIALS TESTING LABORATORY Technician: <br />L. Sanchez <br />DAILY COMPACTIO N REPORT <br /> LOCATION TEST TYPE MAX DRY OPTIMUM DRY MOISTURE PERCENT NOT SOIL LAB SAMPLE <br />TEST NUMBER Embankment Gob - Gob Pile No. 2 <br />Center Slope GRADE ELEV NUC SAND DENSITY <br />(pCf) MOISTURE <br />CONT. (%) DENSITY <br />(pC0 CONTENT <br />(%) COMPACTION wn-HIN <br />SPEC TYPE NUMBER <br />279 PT#4416 N 19464.79/E37594.48 6112.6 X 84.1 13.1 84.2 13.6 100.1 gob #279 & 281 r/c @12% <br />280 PT#4417 N19473.01/E37387.80 6114.8 X 83.8 9.3 82.3 10.8 98.2 gob #280 r/c 019% <br />281 PT#4418 N 19445.50/E37258.70 6113.4 X 84.1 13.1 82.3 12.6 97.9 gob #279 & 281 r/c @14% <br /> <br /> <br /> <br /> <br /> <br /> <br />E <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 <br />X T W Th F S <br />Sheepsfoot: 0 <br /> Part Time: F 7X 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 32-50 <br />x 50-70 <br />X 70-85 85 Up <br />Vibratory: <br /> Testing Only: 0 Wind: still Mod Hlgh <br /> Requested By (Company Name): X Other (List Below): <br />Laboratory Testing AST <br /> <br />Cohesive Soils X <br />Procedure: D698 8 <br />Cohesionless Soils <br /> <br />Loadout Services / Ty Hyatt <br /> <br />Humidity: <br /> <br />Dry <br />X <br /> <br />Mod <br /> <br />Humid <br />DENSITY / COMPACTION <br />ON THIS DATE FOR TESTING WAS NOT PERFORMED <br />THE FOLLOWING REASONS: Insufficient amount <br />of material laced. informed (Re <br />Ty Hyatt / p of Company) of Test Results: <br />Load Out Services <br />euckhom 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 Condidoning Dry Maul: <br />Field Copies Given To: <br /> <br />Contractor: <br />Client: g <br />r <br />on this date. <br /> <br />Unknown: <br />Stockpiling FRII: =Removing Unsuitable Mael: CM/GM: <br />Other: PAGE 1 OF 1 <br />05-126-CMT Bowie Mine Gob Pile Stability.xls DCR7-7-091s#279-ap