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Project: <br />_ ..... - - - -- ; <br />Client / On Site Rep: <br />Th <br />GEOTECN <br />Bowie Resources / B. Bear <br />Contractor / Rep: <br />Bowie Mine Gob Pile Stability <br />X <br />Civil, Structural & Geotechnical Engineers <br />Sheepsfoot: Q <br />Bowie Resources / Gary Harding <br />Clear <br />222 South Park Ave. • Montrose, co 81401 <br />Ph.: (970) 249.6828 • FAX: (970) 249 -0945 <br />Rain <br />Project No: <br />Date: <br />Technician: <br />2005126 -CMT <br />5/22/2013 <br />CONSTRUCTION MATERIALS TESTING <br />G. )ones <br />To 32 <br />DAILY COMPACTION <br />50 -70 <br />REPORT <br />85 Up <br />TEST <br />LOCATION <br />GRADE <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 />X <br />ELEV <br />DENSITY <br />MOISTURE <br />DENSITY <br />CONTENT <br />coMPACTtON <br />wrrHt <br />TYPE <br />NUMBER <br />(pcf) <br />CONT. ( %) <br />(pcf) <br />( %) <br />SPEC <br />799 <br />Pt. 4967 (N: 19181.63 - E: 37338.81) <br />6053.6 <br />X <br />96.0 <br />10.5 <br />86.8 <br />12.3 <br />90.4 <br />339/340 r/c @12% <br />800 <br />Pt. 4968 (N: 19184.06 - E: 37328.80) <br />6055.7 <br />X <br />98.8 <br />10.1 <br />89.9 <br />11.5 <br />90.9 <br />339/340 r/c @18% <br />801 <br />Pt. 4969 (N: 19186.98 - E: 37317.09) <br />6057.5 <br />X <br />96.2 <br />10.5 <br />93.2 <br />14.8 <br />96.9 <br />339/340 r/c @12% <br />802 <br />Pt. 4970 (N: 19184.35 - E: 37164.46) <br />6053.4 <br />X <br />96.1 <br />10.6 <br />92.1 <br />15.8 <br />95.8 <br />339/340 r/c @12% <br />803 <br />Pt. 4971 (N: 19183.57 - E: 37154.02) <br />6055.8 <br />X <br />112.9 <br />11.8 <br />109.7 <br />10.8 <br />97.2 <br />766767,768 r/c @17% <br />804 <br />Pt. 4972 (N: 19209.77 - E: 37230.35) <br />6059.5 <br />X <br />113.6 <br />11.8 <br />105.0 <br />12.5 <br />92.4 <br />766767.768 r1c c16% <br />MOISTURE / DENSITY SPECIFICATIONS <br />900/0 Cohesive Soils <br />Cohesionless Soils <br />N/A Cohesive Soils <br />Cohesionless Soils <br />OBSERVATION / TESTING <br />Full Time: <br />Part Time: <br />:ory Testing ASTM Cohesive Soils <br />ire: D698 <br />Cohesionless Soils <br />DENSITY / COMPACTION TESTING WAS NOT PERFORMED <br />ON THIS DATE FOR THE FOLLOWING REASONS: <br />.tor Not Working Due To: IThe Contractor Is: <br />of Site Visits /Day: <br />Only: <br />sted By (Company Name): <br />Bowie Resources <br />Insufficient amou <br />of material Dlacec <br />Weather: Processing Frozen Material Processing Wet Material: <br />Malfunction: Stripping and /or Grubbing: Molsture Conditioning Dry Mat'I: <br />Stockpiling Fill, Removing Unsuitable Mat'I: <br />FIELD OBSERVATIONS <br />Compaction Equipment Used: <br />s <br />M <br />T <br />W <br />Th <br />F <br />s <br />CAT 815 <br />X <br />Sheepsfoot: Q <br />M <br />T <br />W <br />Th <br />F <br />s <br />CAT 815 <br />X <br />Sheepsfoot: Q <br />Sun <br />Clear <br />Overcast <br />Rain <br />Snow <br />X <br />X <br />Smooth Drum Roller: <br />To 32 <br />32 -50 <br />50 -70 <br />70 -85 <br />85 Up <br />X <br />Vibratory: <br />Still <br />Mod <br />High <br />X <br />Other (List Below): <br />Humidity: Dry Mod Humid <br />X <br />Informed (Rep of Company) of Test Results: <br />Ron Grimland (Bowie Resources) <br />Field Copies Given To: <br />Contractor: <br />05 -126 -CMT Bowie Mine No. 2 Gob Pile Stability 2012 +.xls DCR5- 22 -13gj #799 <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 />