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Project: <br />T <br />-- "" -1, <br />Th <br />Client / On Site Rep: <br />S <br />CAT 815 <br />• ' GEOTECH <br />Bowie Resources / B. Bear <br />Contractor /Rep: <br />Bowie Mine Gob Pile Stability <br />_ Civil, Structural & Geotechnicat Engineers <br />Sheepsfoot: <br />Sun <br />Clear <br />Overcast <br />Bowie Resources / Gary Harding <br />Snow <br />X <br />222 South Park Ave. - Montrose, Co 81401 <br />Ph.: (970) 249.6828 - FAX (970) 249 -0945 <br />Project No: <br />Date: <br />Technician: <br />2005126 -CMT <br />5/13/2013 <br />CONSTRUCTION MATERIALS TESTING <br />85 Up <br />G. Jones <br />DAILY COMPACTION <br />REPORT <br />Vibratory: <br />Still <br />LOCATION <br />GRADE <br />TEST TYPE <br />MAX DRY <br />OPTIMUM <br />X <br />DRY <br />MOISTURE <br />PERCENT <br />Nor <br />SOIL <br />LAB SAMPLE <br />NUC <br />SAND <br />TEST <br />NUMBER <br />ELEV <br />DENSITY <br />MOISTURE <br />DENSITY <br />CONTENT <br />COMPACTION <br />wrnit <br />TYPE <br />NUMBER <br />(pCf) <br />CONT. ( %) <br />(pcf) <br />( %) <br />SPEC <br />788 <br />Pt. 4956 (N: 19134.93 - E: 37365.54) <br />6041.7 <br />X <br />99.2 <br />11.2 <br />91.9 <br />12.2 <br />92.6 <br />354/355 r/c @9% <br />789 <br />Pt. 4957 (N: 19177.14 - E: 37292.9) <br />6047.5 <br />X <br />95.4 <br />10.6 <br />92.3 <br />14.3 <br />96.7 <br />339/340 r/c @10% <br />790 <br />1 Pt. 4958 (N: 19226.32 - E: 37209.56) <br />1 6035.2 <br />X <br />1 104.31 <br />10.41 <br />100.01 <br />14.4 <br />95.8 <br />1 1 <br />354/355 r/c @20% <br />MOISTURE / DENSITY SPECIFICATIONS <br />90% Cohesive Soils <br />Cohesionless Soils <br />N/A Cohesive Soils <br />Cohesionless Soils <br />OBSERVATION / TESTING <br />I Time: <br />t Time: <br />:ory Testing ASTM Cohesive Sods <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: I <br />sted By (Company Name): <br />Bowie Resources <br />material <br />Weather: Processing Frozen Material: Processing Wet Material: <br />Malfunction: Stripping and /or Grubbing: Moisture Conditioning Dry Mat]. <br />Stockpiling Fill, Removing Unsuitable Mat'], <br />FIELD OBSERVATIONS <br />Date: 5/13/2013 Compaction Equipment Used: <br />Day: <br />S <br />M <br />T <br />W <br />Th <br />F <br />S <br />CAT 815 <br />X <br />I <br />Sheepsfoot: <br />M <br />T <br />W <br />Th <br />F <br />S <br />CAT 815 <br />X <br />I <br />Sheepsfoot: <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 />05- 126 -CMT Bowie Mine No. 2 Gob Pile Stability 2012+.xls DCR5- 13 -13gj #788 <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 />