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;Project: <br />Bowie Mine Gob Pile Stability <br />Civil, <br />CONSTRUCTION <br />, <br />Client / On Site Rep: <br />Bowie Resources / B. Bear <br />BUCKHOR GEOTECH <br />Structural & Geotechnical Engineers <br />222 South Park Ave. • Montrose, co 81401 <br />Ph.: (970) 249-6828 • FAX: (970) 249 -0945 <br />MATERIALS TESTING LABORATORY <br />Contractor / Rep: <br />Bowie Resources / Gary Harding <br />Project No: Date: <br />2005126 - CMT 8/1/2011 <br />Technician: <br />G. Jones <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 />( %) <br />PERCENT <br />coMPAmoN <br />NOT <br />wrnrlIN <br />SPEC <br />SOIL <br />TYPE <br />LAB SAMPLE <br />NUMBER <br />SAND <br />493 <br />(Pt. #4641) N19528.54/E38092.21 <br />6091.9 <br />95.9 <br />11.4 <br />95.0 <br />11.4 <br />99.0 <br />417/418 r/c @ 13% <br />494 <br />(Pt. #4642} N19593.06/E38052.87 <br />6098.0 <br />97.6 <br />11.1 <br />95.8 <br />13.1 <br />98.1 <br />417/418 r/c @ 16% <br />495 <br />(Pt. #4643} N19391.76/E37732.30 <br />6099.3 <br />X <br />97.9 <br />11.3 <br />87.0 <br />15.9 <br />88.8 <br />X <br />356 r/c @ 12% <br />496 <br />(At. #4644) N191$9.74/E37785.67 <br />6066.1 <br />X <br />97.3 <br />10.9 <br />84.7 <br />14.6 <br />87.0 <br />X <br />330a/335 r/c @ 17% <br />497 <br />(Pt. #4645} N1927Q.36/E37843. <br />6078.5 <br />X <br />95.4 <br />11.4 <br />81.5 <br />15.4 <br />85.1 <br />X <br />337a/338 r/c @ 9% <br />MOISTURE / DENSITY SPECIFICATIONS <br />OBSERVATION / TESTING FIELD OBSERVATIONS <br />Specified <br />p <br />^Compaction 90% } Cohesive Soils <br />Requirement: Cohesionless Soils <br />Full Time: <br />Part Time: <br />Number of Site <br />Testing Only: <br />Visits /Day: <br />(Company Name): <br />i <br />Weather: <br />Temp: <br />Wind: <br />!Humidity: <br />Compaction Equipment <br />Sheepsfoot: <br />Smooth Drum Roller: <br />Vibratory: <br />Other (List Below): <br />CAT 815 <br />Used: <br />5 <br />E X'. <br />T <br />W <br />Th <br />F <br />S <br />I X <br />f X <br />Sun <br />X <br />Clear <br />X <br />Overcast <br />Rain <br />Snow <br />Specified <br />Moisture Cohesive Soils <br />+/- 2% <br />Requirement: q Cohesionless Soils <br />tt <br />1 <br />To 32 <br />32 -50 <br />50 -70 <br />X <br />70 -85 <br />85 Up <br />I <br />I X <br />Still <br />Mod <br />X <br />High <br />Laboratory Testing AST M- Cohesive Soils <br />Procedure: D698 <br />Cohesionless Soils <br />Requested By <br />Bowie Resources <br />I <br />Dry <br />Mod <br />X <br />Humid <br />DENSITY / COMPACTION TESTING WAS NOT PERFORMED <br />ON THIS DATE FOR THE FOLLOWING REASONS: <br />Insufficient amount <br />of material placed. <br />Informed <br />(Rep of Company) of Test Results: <br />Buckhorn <br />to <br />contractor <br />was <br />our arrival <br />would <br />on <br />not informed prior <br />on site that the <br />not be working <br />this date. <br />Ron Grimland <br />Contractor Not <br />{ Inclement Weather: <br />;Equipment Malfunction: <br />Unknown: <br />Working Due To: <br />The Contractor Is: <br />Processlnc Frozen Material: <br />Stripping andJor Gibbing: <br />Stockpiling Fill: <br />Wet Material: <br />Conditioning Dry <br />Unsuitable Matt: <br />Field Copies <br />Given To: <br />Processing <br />Contractor: <br />Moisture <br />Mat'E: Client: <br />CM /GM: <br />PAGE 1 OF 1 <br />_ <br />1 tRemovm_ <br />Other: <br />05- 126 -CMT Bowie Mine No. 2 Gob Pile Stability.xls DCR8- 1 -11gj #493 <br />