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Project: <br />= 1 <br />• ' GE©TECH <br />I; Client / On Site Rep: <br /> <br />Bowie Resources / B. Bear <br />Bowie Mine Gob Pile Stability Civil, Structural & Geotechnical Engineers <br />222 South Park Ave <br />- Montrose <br />CO 81401 Contractor / Rep: <br />Load Out Services / Ty Hyatt <br />Project No: <br />2005126-CMT Date: <br />T 5/6/2009 . <br />, <br />Ph,: (970) 249.6828 - FAX: (970) 249-0945 <br />CONSTRUCTION MATERIALS TESTING LABORATORY Technician: <br />L. Sanchez <br />DAILY COMPACTIO N REPORT <br /> <br />TE LOCATION TEST TYPE MAX DRY OPTIMUM DRY MOISTURE PER NOT SOIL LAB SAMPLE <br />ST <br />NUMBER <br />Embankment Gob - Gob Pile No. 2 <br /> <br />Center Slope <br /> <br />GRADE ELEV <br />NUC <br /> <br /> <br />AND <br /> <br />DENSITY <br />(PCO <br /> <br />MOISTURE <br />CONT. (%) <br /> <br />DENSITY <br />(pcf) <br /> <br />CONTENT <br />(%) <br /> <br />COMP <br />1 <br />L <br /> <br />wrrHIN <br />SPEC <br /> <br />TYPE <br /> <br />NUMBER <br />266 (PT#4401) N19499.49/E37605.46 <br />I gill 5 x 85.9 10.8 86 , <br />-a 1 K <br />1 <br />i-/.L nn <br />1 <br />I <br />iw , 1, <br />gOb <br />#220 r/C tt1-i 17 % <br />267 PT#4402) N19454.76/E37447.45 6111.8 X 99.0 9.8 92.4 14.6 93.3 gob #227 r/c Ca 27% <br /> <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 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 Smooth Drum Roller: <br />Moisture Cohesive Soils X <br />Requirement: N/A Cohesionless Soils Number of Site Visits/Day: Temp: To 32 32-50 50-70 <br />X 70-85 <br />X 85 Up <br />Vibratory: <br /> Testing Only: I Wind: Still Mod High <br /> <br />ASTM Requested By (Company Name): X Other (List Below): <br />Laboratory Testing <br />- Cohesive Soils X <br />Procedure: D698 <br />Cohesionless Soils Loadout Services / Ty Hyatt Humidity: Dry <br /> <br />X Mod Humid Haul Traffic <br />DENSITY J COMPACTION TESTING WAS NOT PERFORMED 7 <br />ON THIS DATE FOR THE FOLLOWING REASONS: or nsufficient amount <br />material placed. Informed (Rep of Company) of Test Results: <br />Ty Hyatt / Load Out Services <br />Buckfiom was not informed prior <br />Contractor Not Working Due To: The Contractor Is; <br />to our arrival on site that the <br />contra <br />t <br />ld <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 Mat'l: <br />Field Copies Given To: <br /> <br />Contractor: <br />Client: c <br />or wou <br />not be working <br />on this date. <br /> <br />Unknown: <br />Stockpiling Fill; =Removing Unsuitable Mad: CM/GM: <br />Other: PAGE 1 OF 1 <br />05-126-CMT Bowie Mine Gob Pile Stability-xis DCR5-6-091s#266-sj