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Project: :.......................... ..................... .......................... <br /> <br />GEOTECH <br />............... ............. ............. ................................... <br />. . <br /> <br /> <br />. <br />Client / On Site Rep: <br />Bowie Resources / B. Bear <br />Bowie Mine Gob Pile Stability <br /> <br />- <br />' <br />C€ t.H Structural & Geotechnicai Engineers <br />222-s0Uth-Park Ave <br />- Montrose <br />CO 81401' <br />Contractor j Rep: <br />Loadout Services / Steve West <br />Project No: <br />2005126-CMT Date: <br />8/18/2009 . <br />, <br />Ph.: (970) 249-6828 - FAX: (970) 249-0945 <br />CONSTRUCTION MATERIALS TESTING LABORATORY Technician: <br />L. Sanchez <br />DAILY CO MPACTIO N REPORT <br /> <br />TEST LOCATION TEST TYPE MAX DRY OPTIMUM DRY MOISTURE PERCENT NOT SOIL LAB SAMPLE <br />NUMBER Embankment Gob - Gob Pile No. 2 <br />Center Slope GRADE ELEV NUC SAND DENSITY <br />(pcf) MOISTURE <br />CONT. (%) DENSITY <br />(pcf) CONTENT <br />(%) COMPACTION WITHIN <br />SPEC TYPE NUMBER <br />293 PT#4430 N19457.85/E37243.49 6119.8 X 97.8 9.8 88.6 8.3 90.5 gob 228 & 229 r/c 0 21% <br />291A Retest of test No. 291 6119.9 X 99.0 9.1 93.5 14.2 93.3 gob 228 & 229 r/c 0 28% <br />294 (PT#4432) N19463.04/E37602.95 6119.1 X 96.0 9.9 93.5 9.0 97.4 gob 228 & 229 r/c 0 19% <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />MOISTURE / DENSITY SPECIFICATIONS OBSERVATION / TESTING FIELD OBSERVATIONS <br />Specified Date: Compaction Equipment Used: <br />Compaction Cohesive Soils X <br />Requirement: 90%+ <br />Cohesionless Soils Full Time: Day: S M T <br /> <br />X W Th F S <br /> <br />Sheepsfoot: <br /> Part Time: ETJ 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: Wind: Still Mod High <br /> <br />Laborator <br />Testi <br />AST Requested By (Company Name): X Other (List Below): 0 <br />y <br />ng <br />Cohesive Soils X <br />Procedure: 698 8 <br />Cohesioniess Soils <br />Ty Hyatt / Loadout Services <br />Humidity: <br />Dry <br />X <br />Mod <br />Humid <br />Haul traffic <br />DENSITY / COMPACTION TESTING WAS NOT PERFORMED <br />ON THIS DATE FOR THE FOLLOWING REASONS: l Insufficient amount <br />of material placed. Informed (Re <br />Ty Hyatt, S p of Company) of Test Results: <br />teve West / Loadout Services <br />Buckhorn was not informed prior <br />Contractor Not Working Due To: The Contractor Is: to our arrival on site that the <br />cont <br />act <br />ld <br />t b <br />k <br /> <br /> <br />Inclement Weather: <br /> <br />Equipment Malfunction: <br /> <br />Processing Frozen Material: ?Procesing Wet Material: <br /> <br />Stripping and/or Grubbing: Moisture Conditioning Dry Mat'I: <br />Field Copies Given To: <br /> <br />Contractor: <br />Client: r <br />or wou <br />no <br />e wor <br />ing <br />on this date. <br /> <br />Unknown: <br />Stoclq)iling Fill: Removing Unsuitable Matt CM/GM: <br />other: PAGE 1 OF 1 <br />05-126-CMT Bowie Mine Gob Pile Stability.xls DCR8-18-0915#293-ap