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Project: <br />M <br />Full Time: <br />- - -- --- <br />Part Time: <br />Client / On Site Rep: <br />Number of Site Visits /Day: <br />i 'J <br />Testing Only: <br />Im ' GEOTECH <br />Requested By (Company <br />Bowie Resources / B. Bear <br />Contractor / Rep: <br />Bowie Mine Gob Pile Stability <br />Civil, Structural & Geotechnical Engineers <br />Bowie Resources/ Gary Harding <br />222 South Park Ave. • Montrose, CO 81401 <br />Ph.: (970) 249.6826 FAX: (970) 249 -0945 <br />Project No: <br />Date: <br />Technician: <br />2005126 -CMT <br />6/27/2013 <br />CONSTRUCTION MATERIALS TESTING <br />G. Jones <br />DAILY 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 />NUC <br />SAND <br />TEST <br />NUMBER <br />ELEV <br />DENSITY <br />MOISTURE <br />DENSITY <br />CONTENT <br />COMPACTION <br />wirHiN <br />TYPE <br />NUMBER <br />(pcf) <br />CONT, ( %) <br />(pcf) <br />( %) <br />SPEC <br />847 <br />Pt. 5015 (N: 19259.23 - E: 37124.86) <br />6080.9 <br />X <br />96.7 <br />10.4 <br />88.1 <br />11.8 <br />91.1 <br />339/340 r/c @13% <br />848 <br />Pt. 5016 (N: 19395.79 - E: 37094.27) <br />6102.1 <br />X <br />96.4 <br />10.5 <br />93.0 <br />11.8 <br />96.5 <br />339/340 r/c @12% <br />849 <br />Pt. 5017 (N: 19946.01 - E: 37314.96) <br />6187. <br />1 X <br />97.21 <br />10.41 <br />96.01 <br />13.41 <br />98.81 <br />1 <br />1 339/340 r/c @14% <br />850 <br />Pt. 5018 (N: 20163.10 - E: 37430.07) <br />1 6210.1 <br />1 X <br />103.21 <br />9.41 <br />96.71 <br />12.31 <br />93.71 <br />1 <br />133 1A/334 r/c @14°/ <br />MOISTURE / DENSITY SPECIFICATIONS <br />90% Cohesive Soils <br />Cohesionless Soils <br />re N/A Cohesive Soils <br />ement: Cohesionless Soils <br />OBSERVATION / TESTING <br />M <br />Full Time: <br />W <br />Part Time: <br />L A J <br />Number of Site Visits /Day: <br />i 'J <br />Testing Only: <br />F 7X <br />Requested By (Company <br />Name): <br />FIELD OBSERVATIONS <br />5 <br />M <br />T <br />W <br />Th <br />F <br />S� <br />I I <br />I x <br />I <br />I 4 <br />Sun Clear Overcast Rain <br />X X <br />T032 32.50 50 -70 70 -85 85 Up <br />X <br />Still Mod High <br />tory Testing ASTM Cohesive Soils Bowie Resources Humidity: NX Mod Humid <br />ure: D698 <br />Cohesionless Soils <br />DENSITY/ COMPACTION TESTING WAS NOT PERFORMED Insufficient amount Informed (Rep of Company) of Test Results: <br />ON THIS DATE FOR THE FOLLOWING REASONS: lof material placed. Ron Grimland (Bowie Resources) <br />ctor Not Working Due To: The Contractor Is: <br />Field Copies Given To: <br />ent Weather: Process ng Frozen material: Processing Wet Material: <br />Contractor: <br />tent Malfunction: Stripping and /or Grubbing: moisture Conditioning Dry Mat-1: Client: <br />CM /GM: <br />Nn: Stockpiling Fill: Removing unsuitable Mat'P Other: <br />05 -126 -CMT Bowie Mine No. 2 Gob Pile Stability 2012 +.xis DCR6- 27 -13gj #847 <br />Compaction Equipment Used: <br />CAT 815 <br />Sheepsfoot: <br />Smooth Drum Roller: <br />Vibratory: <br />Other (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 />