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Project: <br />-- <br />Client / On Site Rep: <br />W <br />6-1-1-- <br />GEOTECH <br />Bowie Resources / Ron Grimland <br />Contractor / Rep: <br />Bowie Mine Gob Pile Stability <br />_ <br />X <br />Civil, Structural & Geotechnical Engineers <br />32 -50 <br />50-70 <br />70.85 <br />Bowie Resources /Ron Grimland <br />Temp: <br />222 South Park Ave. • Montrose. co s+ao� <br />Ph.: (970) 249 -6828 • FAX: {970) 249.0945 <br />Project NO: <br />Date: <br />Technician: <br />2005126 -CMT <br />11/12/2013 <br />CONSTRUCTION MATERIALS TESTING <br />B. Heckard <br />DAILY <br />COMPACTION REPORT <br />Wind: <br />GRADE <br />TEST 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 />COMPACnON <br />WITHIls <br />TYPE <br />NUMBER <br />NUC <br />SAND <br />1 <br />(pcf) <br />CONT. (%) <br />(pcf) <br />( %) <br />SPEC <br />947 <br />Pt 5114 <br />6170.8 <br />x <br />107.2 <br />11.6 <br />102.8 <br />12.2 <br />95.9 <br />1 <br />948 <br />Pt 5115 <br />6180.0 <br />x <br />95.3 <br />12.6 <br />97.0 <br />11.2 <br />101.9 <br />891/893/894 <br />949 <br />Pt 5116 <br />6200.8 <br />X <br />94.61 <br />10.4 <br />92-51 <br />14.5-17.7 <br />1 <br />1 339/340 <br />950 <br />1 Pt 5117 <br />1 6182.9 <br />X <br />- <br />1 94.31 <br />10.61 <br />95.8 <br />14.11 <br />101.6 <br />339/340 <br />MOISTURE / DENSITY SPECIFICATIONS <br />90% Cohesive Soils <br />Cohesionless Sods <br />N/A Cohesive Soils <br />Cohesionless Soils <br />OBSERVATION / TESTING <br />Full Time: <br />Part Time: <br />Number of Site VieiWDay: <br />Testing Only: <br />Requested By (Company Name): <br />Testing AS I M Cohesive Soils <br />D698 <br />Cohesionless Sods <br />DENSITY / COMPACTION TESTING WAS NOT PERFORMED <br />ON THIS DATE FOR THE FOLLOWING REASONS: <br />Not Working Due To: IThe Contractor Is: <br />of material <br />Weather: Processing Frozen Material: =Processing Wet Material: <br />Malfunction: Stepping and/or Grubbing: Moisture Conditioning Dry Marl. <br />Stockpiling Fill: Removing Unsuitable Matt. <br />FIELD OBSERVATIONS <br />11/12/2013 <br />5 <br />M <br />T <br />W <br />Th <br />F <br />5 <br />I <br />_ <br />X <br />To 32 <br />32 -50 <br />50-70 <br />70.85 <br />Weather: <br />Sun <br />Clear <br />Overcast <br />Rain <br />imooth Drum Roller: <br />X <br />To 32 <br />32 -50 <br />50-70 <br />70.85 <br />85 Up <br />Temp: <br />X <br />Still <br />Mod <br />High <br />Wind: <br />X <br />Dry <br />Mod <br />Humid <br />Humidity: <br />X <br />Informed (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 +.xls DCR11- 12 -13bh #947 -950 <br />:ompaction Equipment Used: <br />AT 815 <br />>heepsfoot: <br />I <br />imooth Drum Roller: <br />Abratory: <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 />