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Project: <br />M <br />- -" — - -- <br />W <br />Client / On Site Rep: <br />F <br />S <br />X <br />' GEOTECH <br />I <br />Bowie Resources / B. Bear <br />Contractor / Rep: <br />X 1 <br />Bowie Mine Gob Pile Stability <br />– "----`""_"_-__-" "_ "__- _____ ---- <br />Civil, Structural & Geotechnical Engineers <br />Bowie Resources / Gary <br />Harding <br />222 South Park Ave. • Montrose, CO 81401 <br />Ph (970) 249.6828 • FAX: (970) 249 -0945 <br />Mod <br />Project No: <br />Date: <br />Technician: <br />2005126 -CMT <br />5/17/2013 <br />CONSTRUCTION MATERIALS TESTING <br />Dry <br />G. Jones <br />Humid <br />ty: <br />DAILY COMPACTION <br />X <br />REPORT <br />TEST <br />LOCATION <br />GRADE <br />TEST TYPE <br />MAX DRY <br />OPTIMUM <br />DRY <br />MOISTURE <br />PERCENT <br />NOT <br />SOIL <br />LAB SAMPLE <br />NUC <br />SAND <br />NUMBER <br />ELEV <br />DENSITY <br />MOISTURE <br />DENSITY <br />CONTENT <br />COMPACTION <br />wrmm <br />TYPE <br />NUMBER <br />(pcf) <br />CONT. ( %) <br />(Pcf) <br />( %) <br />SPEC <br />791 <br />Pt. 4959 N: 19170.71 - E: 37276,87) <br />6048.6 <br />X <br />97.6 <br />10.9 <br />89.2 <br />13.1 <br />91.4 <br />356 r/c @11% <br />792 <br />Pt. 4960 (N: 19145.47 - E: 37250.45) <br />6046.5 <br />X <br />96.7 <br />11.3 <br />87.1 <br />12.6 <br />90.0 <br />417/418 r/c @14% <br />793 <br />Pt. 4961(N: 19153.85 - E: 37174.50) <br />6047.5 <br />X <br />94.11 <br />11.5 <br />95.61 <br />12.91 <br />101.6 <br />330a/335 r/c @10% <br />794 <br />Pt. 4962 (N: 19162.41 - E: 37094.87) <br />6046.8 <br />X <br />106.01 <br />11.1 <br />106.21 <br />13.61 <br />100.11 <br />1 <br />358 r/c @14% <br />MOISTURE / DENSITY SPECIFICATIONS <br />90% Cohesive Soils <br />Cohesionless Soils <br />N/A Cohesive Soils <br />Cohesionless Soils <br />OBSERVATION / TESTING <br />ill Time: <br />art Time: Ex] <br />] <br />umber of Site Visits /Day: F1 <br />esbng Only: <br />equested By (Company Name): <br />Laboratory Testing ASTM Cohesive Soils Bowie Resources <br />Procedure: D698 <br />Cohesionless Soils <br />DENSITY / COMPACTION TESTING WAS NOT PERFORMED Insufficient amount <br />ON THIS DATE FOR THE FOLLOWING REASONS: lof material placed. <br />Contractor Not Working Due To: IThe Contractor Is: <br />dement Weather: Processing Frozen Material: Processing Wet Material: <br />uipment Malfunction: Stripping and /or Grubbing: Moisture Conditioning Dry Mat'i: <br />known: Stockpiling Fill: Removing Unsuitable Mat'I: <br />FIELD OBSERVATIONS <br />5/17/2013 <br />5 <br />M <br />T <br />W <br />Rain <br />F <br />S <br />X <br />I <br />I <br />I <br />1-1111 <br />X 1 <br />70-85 <br />ed (Rep of Company) of Test Results: <br />Ron Grimland (Bowie Resources) <br />Copies Given To: <br />05- 126 -CMT Bowie Mine No. 2 Gob Pile Stability 2012 +.xis DCR5- 17 -13gj #791 <br />- ompactlon Equipment Used: <br />Sun <br />Clear <br />Overcast <br />Rain <br />>mooth Drum Roller: <br />X <br />X <br />To 32 <br />32 -50 <br />1 50 -70 <br />70-85 <br />85 Up <br />X <br />Still <br />Mod <br />High <br />X <br />Dry <br />Mod <br />Humid <br />ty: <br />X <br />ed (Rep of Company) of Test Results: <br />Ron Grimland (Bowie Resources) <br />Copies Given To: <br />05- 126 -CMT Bowie Mine No. 2 Gob Pile Stability 2012 +.xis DCR5- 17 -13gj #791 <br />- ompactlon Equipment Used: <br />:AT 815 <br />>heepsfoot: <br />>mooth Drum Roller: <br />Vibratory: <br />Dther (List Below): = <br />Buckhom was not informed prior <br />to our arrival on site that the <br />contractor would not be working <br />on this date. <br />PAGE 1 OF 1 <br />