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Project: <br />M <br />-- — - ...... <br />W <br />Client / On Site Rep: <br />F <br />umber of Site Visits /Day: <br />• ' GEOTECH. <br />I <br />Bowie Resources / B. Bear <br />Contractor / Rep: <br />I X <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 />Project No: <br />Date: <br />Technician: <br />2005126-CMT <br />6/14/2013 <br />CONSTRUCTION MATERIALS TESTING <br />G. Jones <br />DAILY COMPACTION <br />REPORT <br />GRADE <br />TYPE <br />MAX DRY <br />OPTIMUM <br />DRY <br />MOISTURE <br />PERCENT <br />NOT <br />SOIL <br />LAB SAMPLE <br />TEST <br />NUMBER <br />LOCATION <br />ELEV <br />DENSITY <br />MOISTURE <br />DENSITY <br />CONTENT <br />COMPACTON <br />wrrHr <br />TYPE <br />NUMBER <br />PSjAND <br />(Pcf) <br />CONT. ( %) <br />(pcf) <br />( %) <br />SPEC <br />831 <br />Pt. 4999 (N: 19239.46 - E: 37130.96) <br />6073.1 <br />96.0 <br />10.5 <br />89.7 <br />10.5 <br />93.4 <br />339/340 r/c @11% <br />832 <br />Pt. 5000 (N: 19348.94 - E: 37099.61) <br />6091.9 <br />106.1 <br />10.8 <br />97.1 <br />10.8 <br />91.5 <br />358 r/c @14% <br />833 <br />Pt. 5001 (N: 19819.96 - E: 37405.90) <br />6179.6 <br />102.7 <br />10.6 <br />102.0 <br />12.5 <br />99.31 <br />358 r/c @6% <br />834 <br />Pt. 5002 (N: 19864.28 - E: 37450.10) <br />6186.9 <br />X <br />104.91 <br />11.31 <br />102.6 <br />12.8 <br />97-81 <br />358 r/c @109/o <br />MOISTURE / DENSITY SPECIFICATIONS <br />900/0 Cohesive Soils <br />Cohesionless Soils <br />(Moisture N/A Cohesive Sods <br />Requirement: Cohesionless Soils <br />OBSERVATION / TESTING <br />M <br />III Time: <br />W <br />art Time: <br />F <br />umber of Site Visits /Day: <br />esting Only: <br />I <br />equested By (Company <br />Name): <br />cry Testing ASTM Cohesive Soils Bowie Resources <br />ire: D698 <br />Cohesionless Soils <br />DENSITY / COMPACTION TESTING WAS NOT PERFORMED Insufficient amount <br />ON THIS DATE FOR THE FOLLOWING REASONS: o material placed. <br />:tor Not Working Due To: IThe Contractor Is: <br />Weather: Processing Frozen Material: Processing Wet Matenal: <br />Malfunction: Stnpping and /or Grubbing: Moisture Conditioning Dry Matt: <br />Stockpiling Fill: Removing Unsuitable Marl. <br />FIELD OBSERVATIONS <br />5 <br />M <br />T <br />W <br />Th <br />F <br />S <br />I I <br />I <br />I <br />I X <br />I <br />Sun Clear Overcast Rain <br />X X <br />To 32 3250 50 -70 70 -85 85 Up <br />X <br />still Mod High <br />Humidity: Dry Mod I JHumid <br />X I <br />Informed (Rep of Company) of Test Results: <br />Ron Grimland (Bowie Resources) <br />Field Copies Given To: <br />05- 126 -CMT Bowie Mine No. 2 Gob Pile Stability 2012+.xis DCR6- 14 -13gj #831 <br />:ompaction Equipment Used: <br />AT 815 <br />�heepsfoot: <br />anooth Drum Roller: <br />llbratory: <br />)ther (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 />