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Project: .............. ............................... <br />.... <br />- GEOTECH <br />Client / On Site Rep: <br />Bowie Resources / Basil Bear <br /> <br />Bowie Mine Gob Pile Stability ...................................................................................................... <br />Civif, Structural & Geotechnical Engineers <br />CO 81401 <br />• Montrose <br />222 south Park Ave Contractor / Re <br />p: <br />Bowie Resources / Tracy M. <br />Project No: <br />2005126-CMT Date: <br />9/15/2010 . <br />, <br />Ph.: (970) 249-6828 • FAX: (970) 249.0945 <br />CONSTRUCTION MATERIALS TESTING LABORATORY Technician: <br />G. Jones <br />DAILY CO MPACTION REPORT <br /> LOCATION TEST TYPE MAX DRY OPTIMUM DRY MOISTURE PERCENT NOT SOIL LAB SAMPLE <br />TEST <br />NUMBER GRADE ELEV <br />E <br />E DENSITY <br /> <br />(pcf) MOISTURE <br /> <br />CONT. (%) DENSITY <br /> <br />(pct) CONTENT <br /> <br />(%) COMPACTION WITHIN <br /> <br />SPEC TYPE NUMBER <br />413 PT#4561 N19397.37/E37984.76 6073.3 X 100.9 9.7 99,2 12,7 98.3 331a & 334 rc @ 12% <br />414 (PT#4562) N19479.96/E38165.76 6069.1 X 1035 9.4 9519 10.2 92.6 331a & 3334 rc 0 16% <br />415 (PT#4563 N19327.99/E37569.30 6094.6 X 94.3 11.4 92,2 13,9 97.7 3303 &335 rc 010% <br />416 (PT#4564) N19268.40/E37393.06 6086.4 X 106.5 8.8 96,6 12.6 90.7 3312 & 334 rc 0 24% <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 <br />Requirement: Cohesionless Soils Full Time: Day: <br />5 M T W <br />X Th F S <br />Sheepsfoot: <br /> Part Time: Weather: Sun Clear Overcast Rain Snow CAT 815 <br />Specified x X Smooth Drum Roller: <br />Moisture Cohesive Soils <br />Requirement: N/A Cohesionless Soils Number of Site Visits/Day: Temp: To 32 32-50 50-70 70-85 <br />X 85 Up <br />Vibratory: Q <br /> Testing Only: Wind: Still Mod High <br /> Requested By (Company Name): X Other (List Below): <br />ASTM Laboratory Testing D-69 Cohesive Soils <br />Procedure; C9$ <br />Cohesionless Soils Bowie Resources Humidity: Dry Mod <br /> <br />X Humid <br />DENSITY / COMPACTION <br />ON THIS DATE FOR TESTING WAS NOT PERFORMED <br />THE FOLLOWING REASONS: Insufficient amount <br />lof material placed. Informed (Rep of Company) of Test Results: <br />Tracy Matekovic <br />Bu was not informed prior <br />to o our arrival on site that the <br />Contractor Not Working Due To: The Contractor Is: contractor would not be working <br /> <br />Inclement Weather: <br /> <br />Equipment Malfunction: <br />Processing Frozen Material; Processing Wet Material <br /> <br />Stripping and/or Grubbing: Moisture Conditioning Dry MatT Field Copies Given To: <br /> <br />Contractor: <br />Client: on this date. <br /> <br />Unknown: <br />Stockpiling Fill: Removing Unsuitable MatT CM/GM: <br />Other: PAGE 1 OF I <br />05-126-CMT Bowie Mine No. 2 Gob Pile Stability CC-S] 7.19,10.xls DCR9-15-10gj#413