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Project: <br />Bowie Mine Gob Pile Road <br />• ' GEOTECN <br />Client / On Site Rep: <br />Bowie Resources / Tamme Stover <br />Civil, Structural & Geotechnical Engineers <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 />10/3112012 <br />Technician: <br />1. 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 />(pC0 <br />MOISTURE <br />CONTENT <br />( %) <br />PERCENT <br />COMPACTION <br />NOT <br />WnI1IN <br />SPEC <br />SOIL <br />TYPE <br />LAB SAMPLE <br />NUMBER <br />NUC <br />SAND <br />SB -1 <br />I East end STA 1 +40 <br />5959' <br />X 1 <br />108.2 <br />15.4 <br />111.3 <br />13.6 <br />102.9 <br />#1 r/c <br />SB -2 <br />West end STA 1 +00 <br />5960` <br />X 1 <br />108.2 <br />15.4 <br />111.1 <br />13.9 <br />102.7 <br />#1 r/c <br />MOISTURE / DENSITY SPECIFICATIONS <br />OBSERVATION / TESTING <br />FIELD OBSERVA -BONS <br />Specified <br />Compaction X95% Cohesive Soils X <br />Requirement: Cohesionless Soils <br />Full Time: <br />Part Time: <br />Number of Site Visits /Day: <br />Testing Only: F-71 <br />Requested By (Company Name): <br />Tribble & Sons <br />Date: 10/31/2012 <br />Day: S <br />Weather: <br />Temp: <br />Wind: <br />Humidity: <br />Compaction Equipment Used: <br />Sheepsfoot: <br />Smooth Drum Roller: <br />Vibratory: Q <br />Other (List Below): <br />M <br />T <br />W <br />X <br />Th <br />F <br />S <br />Sun <br />Clear <br />X <br />Overcast <br />Rain <br />Snow <br />Specified <br />Moisture Cohesive Soils X <br />Requirement: +/-2% <br />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 AST Cohesive Soils X <br />Procedure: D698 8 <br />Cohesionless Soils <br />Dry <br />X <br />Mad <br />Humid <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 />Brandon Bell <br />Buckhorn was not informed prior <br />to our arrival on site that the 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 Material: <br />Stripping and/or Grubbing: Moisture Conditioning Dry Maxi: <br />stockpiling Fill: =Removing unsuitable Mari: <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 DCR10- 31- 12jh #SB -1 <br />