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Project: <br />Bowie Mine Gob Pile Stability <br />BUCKHOR GEOTECH <br />i <br />Client / On Site Rep: <br />Bowie Resources / B. Bear <br />Contractor / Rep: <br />Bowie Resources / Gary Harding <br />Civil, Structural & Geotechnical Engineers <br />222 South Park Ave. • Montrose. CO 81401 <br />Ph : (970) 249 -6828 • FAX: (970) 249.0945 <br />CONSTRUCTION MATERIALS TESTING <br />Technician: �.,....r <br />_ J. Harshman <br />Project No: <br />2005126 -CMT <br />Date: <br />11/8/2012 <br />DAILY COMPACTION REPORT <br />TEST <br />NUMBER <br />LOCATION <br />GRADE ELEV <br />TEST TYPE <br />MAX DRY <br />DENSITY <br />(pcf) <br />OPTIMUM <br />MOISTURE <br />CONT. ( %) <br />DRY <br />DENSITY <br />(pcf) <br />MOISTURE <br />CONTENT <br />( %a) <br />PERCENT <br />COMPACtION <br />NOT <br />WITHIN <br />SPEC <br />SOIL <br />TYPE <br />LAB SAMPLE <br />NUMBER <br />NUC <br />SAND <br />755B <br />Retest 755A Pt 4927 (N: 19814.89 - E: 37799.02) <br />6148.3 <br />X <br />97.4 <br />11.1 <br />85.0 <br />13.1 <br />87.2 <br />X <br />417 & 418 rc @ 16% <br />762 <br />Pt. 4928 (N: 19537.62 - E: 37528.34) <br />6160.6 <br />X <br />98.1 <br />11.8 <br />90.8 <br />12.1 <br />92.6 <br />544 r/c @14 <br />MOISTURE / DENSITY SPECIFICATIONS <br />OBSERVATION / TESTING <br />FIELD OBSERVATIONS <br />Specified <br />Compaction 90% Cohesive Soils X <br />Requirement: Cohesionless Soils <br />Date: 11/8/2012 <br />Compaction Equipment Used: <br />Day: <br />S <br />M <br />T <br />W <br />E X <br />F <br />S <br />Full Time: I I <br />Sheepsfoot: I I <br />Part Time: I I <br />Weather: <br />Temp: <br />Wind: <br />Humidity: <br />Sun <br />Clear <br />X <br />Overcast <br />Rain <br />Snow <br />Specified <br />Moisture N/A Cohesive Soils X <br />Requirement: Cohesionless Soils <br />Smooth Drum Roller: I I <br />Number of Site Visits /Day: 1 1 <br />To 32 <br />32 -50 <br />50 -70 <br />X <br />70 -85 <br />85 Up <br />Vibratory: I I <br />Testing Only: I X 1 <br />Still <br />X <br />Mod <br />High <br />Laboratory Testing ASTM Cohesive Soils X <br />Procedure: D698 <br />Cohesionless Soils <br />Requested By (Company Name): <br />Bowie Resources <br />Other (List Below): I I <br />Dry <br />X <br />Mod <br />Humid <br />DENSITY / COMPACTION TESTING WAS NOT PERFORMED <br />ON THIS DATE FOR THE FOLLOWING REASONS: <br />Insufficient amount <br />Informed (Rep of Company) of Test Results: <br />Ron Grimland (Bowie Resources) <br />Buckhorn was not informed prior <br />to our arnval on site that the <br />contractor would not be working <br />on this date. <br />of material placed. I <br />Contractor Not Working Due To: <br />The Contractor Is: <br />Field Copies Given To: <br />Contractor: <br />Inclement Weather: I <br />Processing Frozen Material: I (Processing Wet Material: I <br />I I <br />Equipment Malfunction: 1 <br />Stripping and /or Grubbing: I 'Moisture Conditioning Dry Matz: I- <br />Client: <br />_ <br />CM /GM: <br />PAGE 1 OF 1 <br />Unknown: I <br />Stockpiling Fill: I 'Removing Unsuitable Mat'i: IT <br />Other: <br />05 -126 -CMT Bowie Mine No. 2 Gob Pile Stability 2012 +.xls DCR1I- 8 -12jh #755B <br />