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Project: <br />M <br />IM=C "'--`--- <br />EOTECH <br />ure: D698 <br />Client / On Site Rep: <br />F <br />Number of Site Vi5iWDay: <br />x <br />Testing Only: <br />Bowie Resources / B. Bear <br />Contractor / Rep: <br />Bowie Mine Gob Pile Stability <br />Civil, Structural & Geotechnical Engineers _ <br />70 -85 <br />material placed. <br />222 South Park Ave. • Montrose, CO 81401 <br />Ph.: (970) 249.6828 • FAX: (970) 249 -0945 <br />The Contractor Is: <br />Bowie Resources / Gary Harding <br />Project No: <br />Date: <br />Technician: <br />2005126 -CMT <br />7/3/2013 <br />CONSTRUCTION MATERIALS TESTING <br />Mod <br />G. Jones <br />High <br />Nn: <br />Stockpiling Fill: <br />DAILY COMPACTION <br />REPORT <br />Dry <br />TEST <br />LOCATION <br />GRADE ELEV <br />TEST TYPE <br />I MAX DRY <br />OPTIMUM <br />x <br />DRY <br />MOISTURE <br />PERCENT <br />NOT <br />SOIL <br />LAB SAMPLE <br />NUC <br />SAND <br />NUMBER <br />DENSITY <br />MOISTURE <br />DENSITY <br />CONTENT <br />COMPACTION <br />wrrHiN <br />TYPE <br />NUMBER <br />(pcf) <br />CONT. (010) <br />(pcf) <br />( %) <br />SPEC <br />855 <br />Pt. 5023 (N: 19373.48 - E: 37134.61) <br />6104.6 <br />X <br />96.1 <br />10.5 <br />93.8 <br />10.6 <br />97.6 <br />339/340 r/c @11% <br />856 <br />Pt. 5024 (N: 19312.19 - E: 37115.57) <br />6094.0 <br />X <br />97.1 <br />10.3 <br />93.8 <br />12.2 <br />96.6 <br />339/340 r/c @14% <br />857 <br />1 Pt. 5025 (N: 19267.66 - E: 37076.47) <br />1 6085.2 <br />X <br />1 <br />99.21 <br />9.91 <br />92.11 <br />13.61 <br />92.8 <br />339/340 r/C @199% <br />MOISTURE / DENSITY SPECIFICATIONS <br />96070 Cohesive Soils <br />Cohesionless Soils <br />N/A Cohesive Soils <br />Cohesionless Soils <br />OBSERVATION / TESTING <br />M <br />Full Time: <br />ure: D698 <br />Part Time: <br />F <br />Number of Site Vi5iWDay: <br />x <br />Testing Only: <br />DENSITY / COMPACTION TESTING WAS NOT PERFORMED <br />Requested By (Company <br />Name): <br />tory Testing ASTM Cohesive Soils <br />M <br />Bowie Resources <br />ure: D698 <br />T1 <br />F <br />Cohesionless Soils <br />x <br />I <br />DENSITY / COMPACTION TESTING WAS NOT PERFORMED <br />I X <br />Insufficient amount <br />lof <br />ON THIS DATE FOR THE FOLLOWING REASONS: <br />70 -85 <br />material placed. <br />ctor Not Working Due To: <br />The Contractor Is: <br />ent Weather: <br />Processing Frozen Material: <br />Processing Wet Material: <br />tent Malfunction: <br />Stripping and /or Grubbing: <br />Moisture Conditioning Dry Ma L• <br />Mod <br />High <br />Nn: <br />Stockpiling Fill: <br />Removing unsuitable Matz: <br />05 -126 -CMT Bowie Mine No. 2 Gob Pile Stability 2012+ DCR7- 3 -13gj #855 <br />FIELD OBSERVATIONS <br />7 <br />5 <br />M <br />T <br />IW <br />T1 <br />F <br />S <br />x <br />I <br />I <br />I X <br />32 -50 <br />50 -70 <br />70 -85 <br />�r: <br />Sun <br />Clear <br />Overcast <br />Rain '. <br />x <br />x <br />To 32 <br />32 -50 <br />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 />I <br />ad (Rep of Company) of Test Results: <br />Ron Grimland (Bowie Resources) <br />Copies Given To: <br />- ompaclion Equipment Used: <br />:AT 815 <br />iheepsfoot: F 71 <br />imooth Drum Roller: <br />fbratory: <br />3ther (List Below): <br />Buckhorn 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 />