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Project: <br />Bowie Mine Gob Pile Road <br />_. I........ <br />' GEOTECH <br />Client / On Site Rep: <br />Bowie Resources / Tamme Stover <br />Civil, Structural & Geotechnical Engineers <br />222 South Park Ave. • Montrose, co 81407 <br />Ph.: (970) 249-6828 • FAX: (970) 249 -094S <br />CONSTRUCTION MATERIALS TESTING <br />Contractor / Rep: <br />Tribble &Sons /Seth Tribble <br />Project No: <br />2012274 -CMT <br />Date: <br />11/8/2012 <br />Technician: <br />J. Harshman <br />DAILY COMPACTION <br />REPORT <br />TEST <br />NUMBER <br />LOCATION <br />GRADE 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 />COMPACrlON <br />NOT <br />WrntlN <br />SPEC <br />SOIL <br />TYPE <br />LAB SAMPLE <br />NUMBER <br />NUC <br />FSAND <br />SB -10 <br />STA 1 +20 17S of edge <br />5950 <br />X <br />108.2 <br />15.4 <br />107.1 <br />18.0 <br />99.0 <br />#1 r/c <br />SB -11 <br />STA 0 +52 2` S of centerline <br />5961 <br />X <br />108.2 <br />15.4 <br />104.1 <br />18.1 <br />96.2 <br />#1 r/c <br />SB -12 <br />STA 1 +35 30' S of centerline <br />5962 <br />X <br />108.2 <br />15.41 <br />108.3 <br />17.3 <br />100.1 <br />#1 r/c <br />MOISTURE/ DENSITY SPECIFICATIONS <br />OBSERVATION / TESTING <br />FIELD OBSERVATIONS <br />Specified <br />Compaction >95O�o Cohesive Soils X <br />Requirement: Cohesionless Soils <br />Full Time: <br />Part Time: <br />Number of Site Visits /Day: <br />Testing Only: A <br />Requested By (Company Name): <br />Tribble & Sons <br />Date: 11/8/2012 <br />Day: S <br />Weather: <br />Temp: <br />Wind: <br />Humidity: <br />Compaction Equipment Used: <br />Sheepsfoot: i ^ 1 <br />Smooth Drum Roller: <br />Vibratory: <br />Other (List Below): <br />M <br />T <br />W <br />Th <br />X <br />F <br />S <br />Sun <br />Gear <br />X <br />Overcast <br />I <br />Rain <br />Snow <br />Specified <br />Moisture Cohesive Soils X <br />Requirement: +/-2% Cohesionless Soils <br />To 32 <br />32-50 <br />50 -70 <br />X <br />70 -85 <br />85 Up <br />Still <br />X <br />Mod <br />High <br />Laboratory Testing AST8 Cohesive Soils X <br />Procedure: D698 <br />Cohesionless Soils <br />rx <br />Mod <br />Humid <br />DENSITY / COMPACTION TESTING WAS NOT PERFORMED <br />ON THIS DATE FOR THE FOLLOWING REASONS: 7of <br />Insufficient amount <br />material placed. <br />Informed (Rep of Company) of Test Results: <br />Seth Tribble <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 />Contractor Not Working Due To: <br />Inclement Weather: <br />Equipment Malfunction: <br />Unknown: <br />The Contractor Is: <br />Processing Frozen Material: Proce^.sa�g Wet Material: <br />Stripping and /or Grubbng: Moisture Conditioning Dry Man: <br />Stockpiling Fill: Removing Unsuitable MaVl: <br />Field Copies Given To: <br />Contractor: <br />Client: <br />CM /GM: <br />Other: <br />PAGE 1 OF 1 <br />12- 274 -CMT Bowie Mine Gob Pile Road.xls DCR11- 8- 12jh #SB -10 <br />