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Project: <br />M <br />- , <br />W <br />Client / On Site Rep: <br />F <br />S <br />• ' :4, EOTEC, <br />I = E <br />X <br />Bowie Resources / B. Bear <br />Bowie Mine Gob Pile Stability <br />Civil, Structural & Geotechnical Engineers <br />Contractor / Rep: <br />222 South Park Ave. • Montrose. Co 81401 <br />Ph.-(970)249-6828 • FAX: (970) 249.0945 <br />Bowie Resources /Gary Harding <br />Project No: <br />Date: <br />Technician: <br />2005126 -CMT <br />8/5/2013 <br />CONSTRUCTION MATERIALS TESTING <br />G. Jones <br />DAILY <br />COMPACTION REPORT <br />TEST <br />LOCATION <br />GRADE ELn <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 />NUMBER <br />DENSITY <br />MOISTURE <br />DENSITY <br />CONTENT <br />coMPACrloN <br />wrrHiN <br />TYPE <br />NUMBER <br />(pcf) <br />CONT. ( %) <br />(pcf) <br />(o/a) <br />SPEC <br />887 <br />Pt. 5055 (N: 19538.40 - E:37630.15) <br />6158.3 <br />X <br />94.3 <br />10.8 <br />92.9 <br />9.1 <br />98.5 <br />339/340 r/c @7% <br />888 <br />Pt. 5056 (N: 19611.49 - E: 37747.91) <br />6156.7 <br />X <br />100.5 <br />10.9 <br />90.9 <br />15.8 <br />90.4 <br />354/355 r/c @11% <br />889 <br />1 Pt. 5057 (N: 19969.64 - E: 37421.80) <br />6201.7 <br />X <br />1 100.21 <br />11.21 <br />92.31 <br />13.11 <br />92.1 <br />354/355 r/c @9% <br />MOISTURE / DENSITY SPECIFICATIONS <br />900/0 Cohesive Soils <br />Cohesionless Soils <br />N/A Cohesive Soils <br />Cohesionless Soils <br />)ry Testing ASTM Cohesive Soils <br />re: D698 <br />Cohesionless Soils <br />DENSITY / COMPACTION TESTING WAS NOT PERFORMED <br />ON THIS DATE FOR THE FOLLOWING REASONS: <br />:or Not Working Due To: IThe Contractor Is <br />OBSERVATION / TESTING <br />Time: <br />Time: <br />ber of Site visits/Day: F 17 <br />:ing Only: I <br />uested By (Company Name): <br />Bowie Resources <br />FIELD OBSERVATIONS <br />8/5/2013 <br />S <br />M <br />T <br />W <br />Th <br />F <br />S <br />X <br />Compaction Equipment Used: <br />CAT 815 <br />Sheepsfoot: EXI <br />.r: Sun Clear Overcast Rain Snow <br />X X Smooth Drum Roller: <br />To 32 32 -50 50 -70 70 -85 85 Up <br />X Vibratory: <br />Still Mod High <br />X Other (List Below): <br />ty: Dry Mod Humid <br />X <br />Insufficient amount Informed (Rep of Company) of Test Results: <br />of material placed. d Ron Grimland (Bowie Resources) <br />Copies Given To: <br />Weather: Processing Frozen Material, Processing Wet Material: <br />Malfunction: Stripping and /or Grubbing: Moisture Conditioning Dry Math <br />Stockpiling Fill: =Removing Unsuitable Mat'l: <br />US -12b -CMT Bowie Mine No. 2 Gob Pile Stability 2012+ DCR8- 5 -13gj #887 <br />Buckhom 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 />