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Project: <br />Bowie Mine Gob Pile Road <br />_ -- _ -- - - _ <br />• ' GEOTECH <br />Client/ On Site Rep: <br />Bowie Resources / Tamme Stover <br />Civil, & Geotechnica! Engineers <br />Civi l, , <br />222 South Park Ave. • Montrose. Co 81401 <br />Ph.: (970) 249.6828 • FAX: (970) 249 -0945 <br />CONSTRUCTION MATERIALS TESTING <br />Contractor / Rep: <br />Tribble & Sons / Seth Tribble <br />Project No: <br />2012274 -CMT <br />Date: <br />11/19/2012 <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. ( %a) <br />DRY <br />DENSITY <br />(pC#) <br />MOISTURE <br />CONTENT <br />M <br />PERCENT <br />COMPACnON <br />NOT <br />WITHIN <br />SPEC <br />SOIL <br />TYPE <br />LAB SAMPLE <br />NUMBER <br />FN c U <br />SAND <br />BC -1 <br />3 +50 6' N of centerline <br />0 <br />X <br />135.5 <br />7.3 <br />134.0 <br />6.8 <br />98.9 <br />#2 <br />BC -2 <br />2 +10 at centerline <br />0 <br />X <br />135.5 <br />7.3 <br />132.2 <br />6.1 <br />97.5 <br />#2 <br />BC -3 <br />0 +22 5' S of centerline <br />0 <br />X <br />135.5 <br />7.3 <br />130.8 <br />6.0 <br />96.5 <br />#2 <br />MOISTURE / DENSITY SPECIFICATIONS <br />OBSERVATION / TESTING <br />FIELD OBSERVATIONS <br />Specified <br />Compaction �950� Cohesive Soils <br />Requirement: o Cohesionless Soils X <br />Full Time: = <br />Part Time: <br />Number of Site Visits /Day: = <br />Testing Only: <br />Requested By (Company Name): <br />Tribble & Sons <br />Date: 11/19/2012 <br />Day: S <br />Weather: <br />Temp: <br />Wind: <br />Humidity: <br />Compaction Equipment Used: <br />Sheepsfoot: _ <br />Smooth Drum Ro)Eer: l •- � <br />Vibratory: 0 <br />Other (List Below): <br />M <br />X <br />T <br />W <br />Th <br />F <br />5 <br />Sun <br />Clear <br />X <br />Overcast <br />Rain <br />Snow <br />Specified <br />Moisture Cohesive Soils <br />Requirement: +1-21/o Cohesionless Soils X <br />To 32 <br />32-50 <br />50 -70 <br />X <br />70 -85 <br />85 Up <br />Still <br />Mod <br />X <br />High <br />Humid <br />Laboratory Testing Cohesive Soils <br />Procedure: =155 <br />D155 7 <br />Cohesionless Sods X <br />Dry <br />X <br />Mod <br />DENSITY / COMPACTION TESTING WAS NOT PERFORMED <br />ON THIS DATE FOR THE FOLLOWING REASONS: <br />Insufficient amount <br />of 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: Processing wet MaterW: <br />stripping and/or Grubbing: =Moisture Conditioning Dry Matl: <br />stockpiling fill: =Removing Unsuitable Mat'l: <br />Field Copies Given To: <br />Contractor: <br />Client: <br />CM /GM: <br />Other: <br />PAGE i OF i <br />12- 274 -CMT Bowie Mine Gob Pile Road.xls DCR11- 19- 12jh #BC -1 <br />