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Project: <br />6/4/2013 C <br />- -- - " - -" " -" <br />Client / On Site Rep: <br />Compaction Equipment Used: <br />CAT 815 <br />' GEOTECH <br />Bowie Resources / B. <br />Bear <br />Bowie Mine Gob Pile Stability <br />Contractor / Rep: <br />Civil, Structural & Geotechnical Engineers <br />Sheepsfoot: 1 <br />her: S <br />Sun C <br />Clear O <br />Overcast R <br />Rain S <br />Snow <br />Bowie Resources / Gary <br />Harding <br />X S <br />222 South Park Ave • Montrose. CO 81401 <br />Ph.: (970) 249 -6828 • FAX: (970) 249 -0945 <br />Smooth Drum Roller: <br />Project No: <br />Date: <br />Technician: <br />2005126 -CMT <br />6/4/2013 <br />CONSTRUCTION MATERIALS TESTING <br />G. Jones <br />DAILY <br />COMPACTION <br />REPORT <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 />N7SAND <br />TEST <br />NUMBER <br />ELEV <br />DENSITY <br />MOISTURE <br />DENSITY <br />CONTENT <br />COMPACTION <br />WITHIN <br />TYPE <br />NUMBER <br />(pcf) <br />CONT. ( %) <br />(pcf) <br />( %) <br />SPEC <br />817 <br />Pt. 4985 (N: 19220.89 - E: 37131.03) <br />6065.2 <br />X <br />96.5 <br />11.3 <br />88.9 <br />16.0 <br />92.1 <br />417/418 r/c @14% <br />818 <br />Pt. 4986 (N: 19236.82 - E: 37185.52) <br />6068.5 <br />X <br />98.2 <br />10.2 <br />92.0 <br />8.8 <br />93.7 <br />3391340 r/c @16 % <br />819 <br />Pt. 4987 (N: 19334.16 - E: 37171.37) <br />6093.3 <br />X <br />96.7 <br />10.4 <br />93.1 <br />9.2 <br />96.3 <br />339/340 r/c @14% <br />820 <br />Pt. 4988 (N: 20135.39 - E: 37440.72) <br />6204.5 <br />X <br />96.7 <br />10.4 <br />87.4 <br />11.51 <br />90.4 <br />339/340 r/c @13% <br />1 <br />821 <br />Pt. 4989 (N: 19999.17 - E: 37437.64) <br />6196.9 <br />X <br />96.8 <br />11.0 <br />95.0 <br />9.31 <br />98.1 <br />356 r/c @19% <br />MOISTURE / DENSITY SPECIFICATIONS <br />Specified <br />Compaction 9007 Cohesive Soils <br />0 <br />Requirement: Cohesionless Soils <br />ure N/A Cohesive Soils <br />irement: Cohesionless Soils <br />OBSERVATION / TESTING <br />Time: <br />Time: EKI <br />ber of Site Visits /Day: <br />:ing Only: <br />nested By (Company Name): <br />:ory Testing ASTM Cohesive soils Bowie Resources <br />are: D698 <br />Cohesionless Soils <br />DENSITY / COMPACTION TESTING WAS NOT PERFORMED <br />ON THIS DATE FOR THE FOLLOWING REASONS: <br />:tor Not Working Due To: The Contractor Is: <br />Insufficient <br />of material <br />em <br />FIELD OBSERVATIONS <br />6/4/2013 C <br />Compaction Equipment Used: <br />CAT 815 <br />Sheepsfoot: 1 <br />her: S <br />Sun C <br />Clear O <br />Overcast R <br />Rain S <br />Snow <br />X X <br />X S <br />Smooth Drum Roller: <br />S M T w ih F S <br />X <br />?nt Weather; Processing Frozen Material: =Processing Wet Material: <br />Contract <br />lent Malfunction: Stripping and /or Grubbing. Moisture Conditioning Dry Mat]: Client: <br />CM /GM: <br />vn: Stockpiling Fill: =Removing Unsuitable Matt: Other: <br />05- 126 -CMT Bowie Mine No. 2 Gob Pile Stability 2012+.x1s DCR6- 4 -13gj #817 <br />PAGE 1 OF 1 <br />?nt Weather; Processing Frozen Material: =Processing Wet Material: <br />Contract <br />lent Malfunction: Stripping and /or Grubbing. Moisture Conditioning Dry Mat]: Client: <br />CM /GM: <br />vn: Stockpiling Fill: =Removing Unsuitable Matt: Other: <br />05- 126 -CMT Bowie Mine No. 2 Gob Pile Stability 2012+.x1s DCR6- 4 -13gj #817 <br />PAGE 1 OF 1 <br />