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Project: - W - - - - - Client / On Site Rep: <br />' GEOTECH Bowie Resources/ B. Bear <br />Bowie Mine Gob Pile Stability Contractor Rep: <br />Civil, Structural & Geotechnical Engineers Bowie Resources / Gary Harding <br />222 South Park Ave. • Montrose, CO 81401 <br />Project No: Date: Ph., (970) 249 -6828 • FAX: (970) 249 -0945 Technician: <br />2005126 -CMT 5/6/2013 CONSTRUCTION MATERIALS TESTING G. Jones <br />DAILY COMPACTION REPORT <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 />(pcf) <br />MOISTURE <br />CONTENT <br />( %) <br />PERCENT <br />COMPACTION <br />NOT <br />wITHI <br />SPEC <br />SOIL <br />TYPE <br />LAB SAMPLE <br />NUMBER <br />NUC <br />SAND <br />783 <br />Pt. 4951 N: 19138.13 - E: 37271.48) <br />6042.4 <br />X <br />?nt Weather: <br />98.4 <br />10.9 <br />96.8 <br />13.2 <br />98.3 <br />Mod <br />356 r/c @12% <br />784 <br />Pt. 4952 (N: 19128.98 - E: 37200.13) <br />6041.8 <br />X <br />X <br />106.1 <br />12.1 <br />98.0 <br />12.8 <br />92.4 <br />midity: <br />563 r/c @15% <br />785 <br />Pt. 4953 (N: 19122.50 - E: 37151.20) <br />6040.6 <br />1 X <br />111.7 <br />12.1 <br />101.5 <br />12.2 <br />90.8 <br />763 r/c @17% <br />786 <br />Pt. 4954 (N: 19170.76 - E: 37144.75) <br />6047.3 <br />X <br />103.4 <br />10.5 <br />94.5 <br />13.8 <br />91.4 <br />354/355 r/c @18% <br />787 <br />Pt. 4955 (N: 19210.55 - E: 37138.05) <br />6053.0 <br />X <br />98.7 <br />11.2 <br />98.3 <br />9.8 <br />99.6 <br />354/355 r/c @8 °10 <br />MOISTURE / DENSITY SPECIFICATIONS <br />900/0 Cohesive Sods <br />Cohesionless Sods <br />N/A Cohesive Soils <br />Cohesionless Soils <br />OBSERVATION / TESTING <br />M <br />Full Time: <br />ire: D698 <br />Part Time: <br />F <br />Number of Site Visits/Day: <br />tl <br />Testing Only: <br />DENSITY / COMPACTION TESTING WAS NOT PERFORMED <br />Requested By (Company <br />Name): <br />ory Testing ASTM Cohesive soils <br />M <br />Bowie Resources <br />ire: D698 <br />Th <br />F <br />Cohesionless Soils <br />tl <br />I X I <br />DENSITY / COMPACTION TESTING WAS NOT PERFORMED <br />To 32 <br />Insufficient amount <br />lof <br />ON THIS DATE FOR THE FOLLOWING REASONS: <br />70-85 <br />material placed. <br />:tor Not Working Due To: <br />The Contractor Is: <br />?nt Weather: <br />Processing Frozen Material <br />Processing wet Material' <br />ent Malfunction: <br />Stripping and /or Grubbing; <br />Moisture Conditioning Dry Mat'I: <br />Mod <br />High <br />vn: <br />Stockpiling Fill: <br />Removing unsuitable Mat'I: <br />FIELD OBSERVATIONS <br />3 <br />S <br />M <br />T <br />W <br />Th <br />F <br />tl <br />I X I <br />I <br />To 32 <br />I <br />I <br />70-85 <br />gather: <br />Sun <br />Clear <br />Overcast <br />Rain ' <br />imooth Drum Roller: <br />X <br />I X <br />ether (List Below): <br />To 32 <br />32 -50 <br />50 -70 <br />70-85 <br />85 Up <br />mp: <br />X <br />Still <br />Mod <br />High <br />nd: <br />X <br />Dry <br />Mod <br />Humid <br />midity: <br />X <br />i <br />ormed (Rep of Company) of Test Results: <br />Ron Grirnland (Bowie Resources) <br />Copies Given To: <br />05 -126 -CMT Bowie Mine No. 2 Gob Pile Stability 2012 +.xls DCR5- 6 -13gj #783 <br />- ompaction Equipment Used: <br />:AT 815 <br />iheepsfoot: <br />I ^ I <br />imooth Drum Roller: <br />/ibratory: <br />ether (List Below): <br />Buckhorn was not informed prio <br />to our arrival on site that the <br />contractor would not be working <br />on this date. <br />PAGE 1 OF 1 <br />