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Project: <br />- ^- - - -- -- <br />Client / On Site Rep: <br />U111,194 J; • aGEOTECH <br />Bowie Resources /Ron Grimland <br />Bowie Mine #3 Gob Pile Stability <br />- - -- - <br />Contractor / Rep: <br />T <br />Civil, Structural & Geotechnical Engineers <br />Name): <br />F <br />222 South Park Ave. • Montrose, CO 81401 <br />Ph.: (970) 249 -6828 • FAX: (970) 249 -0945 <br />Bowie Resources /Ron Grimland <br />Project No: <br />Date: <br />Technician: <br />2013231 -CMT <br />11/8/2013 <br />CONSTRUCTION MATERIALS TESTING <br />B. Hecicard <br />DAILY COMPACTION REPORT <br />TEST <br />LOCATION <br />GRADE ELEV <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 />To 32 <br />32 -50 <br />DENSITY <br />MOISTURE <br />DENSITY <br />CONTENT <br />COMPACTION <br />wrTHIN <br />TYPE <br />NUMBER <br />X <br />(pcf) <br />CONT. ( %) <br />(pcf) <br />( %) <br />SPEC <br />Wind: <br />6 <br />Pt 106 <br />5888.5 <br />X <br />105.7 <br />11.7 <br />101.1 <br />14.9 <br />95.7 <br />Mod <br />Humid <br />#1 r/c <br />7 <br />Pt 107 <br />5883.8 <br />X <br />108.6 <br />11.3 <br />107.5 <br />16.9 <br />99.0 <br />#1 r/c <br />8 <br />JPt 108 <br />5888.2 <br />1 X 1 <br />to our arrival on site that the <br />1 107.4 <br />11-81 <br />105.4 <br />14.6 <br />9 8.21 <br />1 <br />1 #1 r/c <br />MOISTURE / DENSITY SPECIFICATIONS <br />900/0 Cohesive Soils <br />It: Cohesionless Soils <br />Cohesive Soils <br />Cohesionless Soils <br />OBSERVATION / TESTING <br />Date: 11/8/2013 <br />Full Time: <br />Part Time: <br />Number of Site Visits /Day: <br />Compaction Equipment Used: <br />Testing Only: <br />T <br />Requested By (Company <br />Name): <br />e. <br />Laboratory Testing ASTM Cohesive Soils <br />Procedure: D698 <br />Cohesionless Soils <br />DENSITY / COMPACTION TESTING WAS NOT PERFORMED Insufficient amount <br />ON THIS DATE FOR THE FOLLOWING REASONS: lof material placed. <br />Contractor Not Working Due To: IThe Contractor Is: <br />Inclement Weather: Processing Frozen Material: =Processing Wet Material, <br />Equipment Malfunction: Stripping and/or Grubbing: =Moisture Condiboning Dry Mat'I <br />Unknown: Stockpiling Fill; =Removing Unsuitable Mat'I; <br />Bowie Mine #3 Gob Pile Stability 2013231- CMT.xIs DCR- 11- 8- 13bh #6 <br />FIELD OBSERVATIONS <br />Date: 11/8/2013 <br />Compaction Equipment Used: <br />M <br />T <br />W <br />Th <br />F <br />5 <br />Day: <br />Sheepsfoot: Ell <br />Sun <br />Clear <br />Overcast <br />Rain <br />Snow <br />Weather: <br />X <br />Smooth Drum Roller: <br />To 32 <br />32 -50 <br />50 -70 <br />70 -85 <br />85 Up <br />Temp: <br />X <br />Vibratory: <br />Still <br />Mod <br />High <br />Wind: <br />X <br />Other (List Below): <br />Dry <br />Mod <br />Humid <br />Humidity: <br />CAT 815 <br />X <br />Informed (Rep of Company) of Test Results: <br />Ron Grimland <br />Buckhorn was not informed prior <br />to our arrival on site that the <br />contractor would not be working <br />n thi d t <br />Field Copies Given To: <br />S <br />X <br />o s a <br />AGE 1 OF 1 <br />