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% Project: <br />Bowie Mine Gob Pile Stability <br />BUCKHOR <br />__ <br />Civil, Structural <br />222 South Park <br />Ph.: (970) 249 <br />CONSTRUCTION MATERIALS <br />Client / On Site Rep: <br />Bowie Resources / B. Bear <br />taEOTECH <br />__._._ ............._...... _..._..__..._..._....._._.. <br />& Geotechnical Engineers <br />Ave. • Montrose, CO 81401 <br />-6828 • FAX: (970) 249 -0945 <br />TESTING LABORATORY <br />Contractor / Rep: <br />Bowie Resources /Gary Harding <br />Project No: Date: <br />2005126 6/29/2011 <br />Technician: <br />G. Jones <br />DAILY COMPACTION REPORT <br />TEST <br />NUMBER <br />LOCATION <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 />COMPACTION <br />NOT <br />WTHIN <br />SPEC <br />SOIL <br />TYPE <br />LAB SAMPLE <br />NUMBER <br />GRADE ELEV <br />NUC <br />SAND <br />482 <br />(Pt. #4630) N19576.04/E38100,75 <br />6089.1 <br />X <br />96.2 <br />11.1 <br />97.7 <br />14.0 <br />101.5 <br />330a/335 r/c @ 14% <br />483 <br />(Pt. #4631) N19385.23/E37896.05 <br />6087.6 <br />X <br />96.1 <br />11.1 <br />91.9 <br />13.8 <br />95.6 <br />330a/335 r/c @ 14 <br />484 <br />(Pt. #4632) N19452.41/E37883.36 <br />6091.6 <br />X <br />97.1 <br />10.8 <br />87.9 <br />14.9 <br />90.5 <br />330a/335 r/c @ 17% <br />485 <br />(Pt. #4633) N19210.69/E37803.62 <br />6066.5 <br />X <br />103.8 <br />11.5 <br />94.3 <br />9.3 <br />90.8 <br />358 r/c @ 9% <br />MOISTURE / DENSITY SPECIFICATIONS <br />OBSERVATION / TESTING <br />FIELD OBSERVATIONS <br />Specified <br />Compaction 90% + Cohesive Soils <br />Requirement: Cohesionless Soils <br />Full Time: <br />Part Time: <br />visits /Day: <br />(Company Name): <br />Date: <br />Day: <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 />I <br />S <br />M <br />T <br />X <br />Th <br />F <br />5 <br />I X I <br />I X <br />Sun <br />X <br />Clear <br />X <br />Overcast <br />Rain <br />Snow <br />Specified <br />Moisture NA Cohesive Soils <br />Requirement: Cohesionless Soils <br />Number of Site <br />; <br />Testing Only: <br />1 <br />f I <br />To 32 <br />32 -50 <br />50 70 <br />70 85 <br />X <br />SS Up <br />1 I <br />I X <br />Still <br />Mod <br />X <br />High <br />Laboratory Testing ASTM Cohesive Soils <br />Procedure: D698 <br />Cohesionless Soils <br />Requested By <br />;Bowie Resources <br />1 <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 />of material placed. <br />Informed <br />Gary <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 />( <br />Contractor Not <br />S Inclement Weather: <br />: Equipment Malfunction: <br />Unknown: <br />f <br />Working Due To: <br />The Contractor Is: <br />Processing Frozen Material: <br />Stripping and /or Grubbing: <br />Stockpiling Fill: <br />Wet Material: <br />Conditioning Dry <br />Unsuitable matt <br />Ron <br />Field Copies <br />Given <br />To: <br />J Processing <br />1 <br />Contractor: <br />Moisture <br />Matt: I <br />Client: <br />CM /GM: <br />PAGE 1 OF 1 <br />o <br />I <br />Removing <br />I <br />Other: <br />05 -126 -CMT Bowie Mine No. 2 Gob Pile Stability CC -SJ 7.19.10.x)s DCR6- 29 -11gj #482 <br />