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Project: <br />Bowie Mine Gob Pile Stability <br />I M <br />- - -- -^ <br />' GEOTECH ; <br />are: D698 <br />Client / On Site Rep: <br />Bowie Resources / B. Bear <br />- - - -- -- ___________� __ ___..._. <br />Civil, Structural & Geotechnical Engineers <br />222 South Park Ave. • Montrose, 00 81401 <br />Ph.: (970) 249 -6828 • FAX: (970) 249 -0945 <br />CONSTRUCTION MATERIALS TESTING <br />Number of Site Visits /Day: <br />Contractor / Rep: <br />Bowie Resources /Gary <br />Harding <br />Project No: <br />2005126-CMT <br />Date: <br />5/24/2013 <br />Technician: <br />G. Jones <br />ON THIS DATE FORTH E FOLLOWING REASONS: <br />I <br />material placed. <br />:tor Not Working Due To: <br />DAILY COMPACTION <br />REPORT <br />Processing Frozen Material: =Processing <br />Wet Material: [ <br />ent Malfunction: <br />Stripping and /or Grubbing: = <br />TEST <br />NUMBER <br />LOCATION <br />GRADE <br />ELEV <br />TEST TYPE <br />MAX DRY <br />DENSITY <br />(pcf) <br />OPTIMUM <br />MOISTURE <br />CONT- ( %) <br />DRY <br />DENSITY <br />(pC0 <br />MOISTURE <br />CONTENT <br />(%) <br />I PERCENT <br />COMPACTION <br />NOT <br />WITHIN <br />SPEC <br />SOIL <br />TYPE <br />LAB SAMPLE <br />NUMBER <br />NUC <br />SAND <br />805 <br />Pt. 4973 (N: 19195.58 - E: 37311.75) <br />6060.9 <br />X <br />96.0 <br />11.5 <br />87.3 <br />13.5 <br />90.9 <br />3391340 r/c @12% <br />806 <br />Pt. 4974 (N: 19209.09 - E: 37205.67) <br />6060.5 <br />X <br />94.6 <br />10.7 <br />91.4 <br />12.6 <br />96.6 <br />339/340 r/c @8% <br />807 <br />Pt. 4975 (N: 19192.32 - E: 37145.35) <br />6058.1 <br />X <br />96.3 <br />10.5 <br />89.7 <br />17.0 <br />93.1 <br />339/340 r/c @11% <br />808 <br />Pt. 4976 (N: 19741.12 - E: 37449.20) <br />6174.8 <br />X <br />100.1 <br />11.0 <br />96.1 <br />12.6 <br />96.0 <br />3391340 r/c @11% <br />809 <br />Pt. 4977 (N: 19660.18 - E: 37474.80) <br />6169.5 <br />X <br />97.9 <br />11.4 <br />97.9 <br />12.5 <br />100.0 <br />339/340 r/c @6% <br />MOISTURE/ DENSITY SPECIFICATIONS <br />900/0 Cohesive Soils <br />Cohesionless Soils <br />N/A Cohesive Soils <br />Cohesionless Soils <br />OBSERVATION / TESTING <br />I M <br />Full Time: <br />are: D698 <br />Part Time: <br />I <br />Number of Site Visits /Day: <br />Testing Only: <br />DENSITY / COMPACTION TESTING WAS NOT PERFORMED <br />Requested By (Company <br />Name)• <br />:ory Testing ASTM Cohesive Soils <br />I M <br />Bowie Resources <br />are: D698 <br />Th <br />F <br />Cohesionless Soils <br />DENSITY / COMPACTION TESTING WAS NOT PERFORMED <br />I <br />Insufficient amount <br />lof <br />ON THIS DATE FORTH E FOLLOWING REASONS: <br />I <br />material placed. <br />:tor Not Working Due To: <br />The Contractor Is: <br />mt Weather: <br />Processing Frozen Material: =Processing <br />Wet Material: [ <br />ent Malfunction: <br />Stripping and /or Grubbing: = <br />Moisture Conditioning Dry Matt: <br />vn: <br />Stockpiling Fill: =Removing <br />Unsuitable Man. <br />Date: <br />Day: <br />FIELD OBSERVATIONS <br />S <br />I M <br />I T <br />W <br />Th <br />F <br />S <br />I <br />I <br />I X <br />I <br />feather: Sun Clear Overcast Rain <br />X X <br />amp: To 32 32 -50 50 -70 70 -85 85 Up <br />X <br />find: Still Mod High <br />X <br />umidity: Dry Mod Humid <br />X <br />iformed (Rep of Company) of Test Results: <br />Ron Grimland (Bowie Resources) <br />Copies Given To: <br />US- 1Lb -(;M I bowie Mine No. 2 Uob Nile Stability 2012 +.xis DCR5- 24 -13gj #805 <br />action Equipment Used: <br />:AT 815 <br />iheepsfoot: <br />imooth Drum Roller: <br />Jibratory: <br />ether (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 />