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Project: :..........................`............................ ............. <br />..., <br />GEOTE7 <br />Client / On Site Rep: <br /> <br />Bowie Resources J B. Bear <br />Bowie Mine Gob Pile Stability - Civilr Structural & GootechnIca I Engineers <br />222 South Park Ave <br />• Montrose <br />CO 81401 Contractor / Rep: <br />Load Out Services / S. West <br />Project No: <br />2005126-CMT Date: <br />7/24/2009 . <br />, <br />Ph.: (970) 249-6828 • FAX: (970) 249-0945 <br />CONSTRUCTION MATERIALS TESTING LABORATORY Technician: <br />B. Wilson <br />DAILY CO MPACTION REPORT <br />TEST LOCATION GR TESTTYPE MAX DRY OPTIMUM DRY MOISTURE PERCENT NOT SOIL LAB SAMPLE <br />NUMBER Embankment Gob -Gob Pile No. 2 <br />Center Slope ADE ELEV NUC SAND DENSITY <br />(pcf) MOISTURE <br />CONT. (%) DENSITY <br />(pcf) CONTENT <br />(%) COMPACTION wrrHiN <br />SPEC TYPE NUMBER <br />285 PT#4422) N19474.49/E37158.16 6117.4 X 87.1 10,6 81.7 8.3 93.8 gob 280 r/c @27% <br />286 (PT#4423 N19469.13/E37370.15 6116.3 X 82.3 9.2 79.2 13.5 96.2 gob 279 & 281 r/c @20% <br />287 (PT#4424) N19445.74/E37697.62 6112.3 X 82.3 9.2 83.4 12.6 101.3 gob 279 & 281 r/c @20% <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />MOISTURE / DENSITY SPECIFICATIONS OBSERVATION / TESTING FIELD OBSERVATIONS <br />Specified Date: Compaction Equipment Used: <br />Compaction o Cohesive Solis X <br />Requirement: 90% + <br />Cohesionless Soils Full Time: Day: S M <br /> <br />X T W Th F S <br /> <br />Sheepsfoot: X <br /> Part Time: Weather: Sun Clear Overcast Rain Snow <br />pecified x 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 70 85 <br />X 85 Up <br />X <br />Vibratory: <br /> Testing Only: Wind: Still Mod High <br /> <br />Laborator <br />Testin Requested By (Company Name): X X Other (List Below): <br />y <br />g <br />Procedure: ASTM-698 Cohesive Soils X <br />Cohesionless Soils <br />B. Bear - Bowie Resources <br />Humidity: <br />Dry <br />X <br />Mod <br />Humid <br />Truck traffic <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 />Steve West - Loadout Services <br />Buckhom was not Informed prior <br />Contractor Not Working Due To: The Contractor Is: to our arrival on site that the <br />c <br />t <br />t <br />ld <br />b <br />k <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: on <br />rac <br />or wou <br />not <br />e wor <br />ing <br />on this date. <br /> <br />Unknown: <br />Stockpiling Fill: Removing Unsuitable Matl: CM/GM: <br />Other: PAGE 1 OF 1 <br />05-126-CMT Bowie Mine Gob Pile Stability.xls DCR7-24-09bw#285-mr