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Project: <br />Bowie Mine Gob Pile Stability <br />Civil, <br />CONSTRUCTION <br />Client / On Site Rep: <br />Bowie Resources / S. Bear <br />BUCKHQR GE ®TECH <br />_....._..__._...__� ._-- _. --- ___.- _._.___ .._.___..__. <br />Structural & Geotechnical Engineers <br />222 South Park Ave. • Montrose. Co 81401 <br />Ph.: (970) 249 -6828 • PAX: (970) 249 -0945 <br />MATERIALS TESTING LABORATORY <br />Contractor / Rep: <br />Bowie Resources /Gary Harding <br />Project No: Date: <br />2005126 - CMT 8/30/2011 <br />Technician: <br />J. Harshman <br />DAILY COMPACTION REPORT <br />TEST <br />NUMBER <br />532 <br />LOCATION GRADE ELEV <br />Pt. #4680 (N:19679.49/E:37624.49) 6143. <br />TEST TYPE <br />MAX DRY <br />DENSITY <br />OPTIMUM <br />MOISTURE <br />DRY <br />MOISTURE <br />CONTENT <br />PERCENT <br />COMPACTION <br />NOT <br />SOIL <br />LAB SAMPLE <br />NUC SAND <br />90.6 <br />12.4 <br />84,8 <br />17.4 <br />93.6 <br />... r/ c . • °. <br />533 Pt. <br />3 <br />. <br />:. <br />I pIEItStiiI .g <br />100.7 <br />• <br />• • <br />13.4 <br />91.2 <br />@20.6 <br />MOISTURE /DENSITY SPECIFICATIONS <br />OBSERVATION / TESTING <br />FIELD OBSERVATIONS <br />;Specified <br />FCompaction Cohesive Soils X <br />Requirement: 90% Cohesianless Soils <br />Full Time: <br />Part Time: <br />Number of Site Visits/Day: <br />Testing Only: <br />Requested By (Company Name): <br />Bowie Resources <br />Date: <br />Day: <br />Weather: <br />Temp: <br />Wind: <br />Humidity: <br />30/2011 <br />Compaction Equipment <br />Sheepsfoot: <br />Smooth Drum Roller: <br />Vibratory: <br />Other (List Below): <br />Used: <br />I I <br />111 <br />M <br />Sun <br />■ <br />I.-x <br />W <br />Th <br />©M <br />Rain Snow <br />I X I <br />I I <br />Clear <br />X <br />Overcast <br />'Specified <br />Moisture Cohesive Soils X <br />Requirement: n/a <br />Cohesionless Soils <br />I <br />. <br />I <br />I X <br />Still <br />X <br />Mod <br />High <br />Laboratory Testing ASTM D Cohesive Soils X <br />Procedure: 698 <br />Cohesionless Soils <br />I <br />Dry <br />X <br />Mod <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 />Ron Grimland <br />Buckhorn was <br />to our arrival <br />contractor would <br />on <br />PAGE 1 OF <br />not informed prior <br />on site that the <br />not be working <br />this date. <br />Contractor Not <br />Inclement Weather: <br />Equipment Malfunction: <br />Unknown: <br />Working Due To: <br />The Contractor Is: <br />Processing Frozen Material: l <br />Stripping and /or Grubbing: <br />Stockpiling Fri: <br />Wet Material: <br />Conditioning Dry Nat'l: <br />Unsuitable man: <br />Field Copies Given <br />Contractor: <br />Client: <br />CM /GM: <br />Other: <br />To: <br />Processing <br />_( <br />Moisture <br />1 <br />�P.emoving <br />t <br />05 -126 -CMT Bowie Mine No. 2 Gob Pile Stability 2009 +.xls DCR8- 30 -11jh #532 <br />