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;Project: <br />Client / On Site Rep: <br />Bowie Mine Gob Pile Stability <br />, . <br />Civil, Structural & Geotechnical Engineers <br />222 South Park Ave, • Montrose, CO 81401 <br />CONSTRUCTION MATERIALS TESTING LABORATORY <br />Contractor / Rep: <br />Bowie Resources / Gary Harding <br />2005126 <br />4/7/2011 <br />, <br />IIIIIIIIIIIE <br />, <br />DAILY COMPACTION REPORT <br />TEST <br />NUMBER <br />LOCATION <br />Embankment Gob at the East Bench <br />GRADE ELEV <br />' <br />TEST TYPE <br />MAX DRY OPTIMUM <br />DENSITY MOISTURE <br />(Pc CONT. ( <br />DRY <br />DENSITY <br />(pcf) <br />MOISTURE <br />CONTENT <br />(%) <br />PERCENT <br />COMPACTION <br />NOT <br />WITHIN <br />SPEC <br />SOIL " <br />TYPE <br />LAB SAMPLE <br />NUMBER <br />SAND <br />429 <br />PT#4577) N19408.26/E37896.83 <br />6081.8111311111 <br />100.0 10.5 <br />95.2 <br />11111111a <br />95.2 <br />Gob <br />417/418 r/c©23 <br />6037,4 <br />X <br />IN <br />100.5 10.9 <br />98.0 <br />13.3 <br />97.5 <br />MI <br />Gob <br />417/418 r/c@21% <br />431 <br />PT#4579 N19076.59/E37642.78 <br />1111.11.11111111111111111111.11111111.111111111.11111111111.1111111.111.11111.111.11 <br />MI <br />1111.11111111111.1111.11111111111 <br />MIIIIIIIIIIUIIIIIIIIMIIIMIIIIIIMIIIIIMIIIIJMIIIIIIII <br />IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIMIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIMIIIIIIIIIIII <br />IIINIIMIIIIMIIIIIIIIIIIIIIIIIIIIIIIIOIIIIMMIMIIIIIIIIIIIIIIIIII <br />111.1111111111 <br />III IIII MS II <br />11.1111111.1111.1111111111111111111111111.1.11.11 <br />111111111.1111.11111.111. <br />MOISTURE / DENSITY SPECIFICATIONS <br />OBSERVATION / TESTING FIELD OBSERVATIONS <br />Specified <br />Compaction Cohesive Soils X <br />Date: 4/7/2011 <br />Compaction Equipment Used: . <br />Full Time: I I Day: <br />X <br />. <br />Part Time: I I Weather: <br />Clear <br />X <br />Overcast <br />X <br />Rain <br />Snow <br />, <br />. <br />i Moisture Cohesive Soils X <br />, <br />Smooth Drum Roller: <br />Number of Site Visits/Day: <br />I Temp: <br />To 32 <br />32-50 <br />50-70 <br />70-85 <br />85 Up <br />, <br />Testing Only: 1 X <br />Wind: <br />Still <br />X <br />Mod <br />X <br />High <br />Laboratory Testing <br />AsTm Cohesive Soils X <br />Requested By (Company Name): <br />Gary Harding / Bowie Resources Humidity: <br />Other (List Beiow): <br />X I <br />Dry <br />Mod <br />Humid <br />. <br />CAT 815 <br />DENSITY / COMPACTION TESTING WAS NOT PERFORMED <br />ON THIS DATE FOR THE FOLLOWING REASONS: <br />Insufficient amount <br />Informed (Rep of Company) of Test Results: <br />Gary Harding/Bowie Resources <br />. <br />! Buckhom was not informed prior <br />: to our arrival on site that the <br />contractor would not be working <br />on this date. <br />• <br />of materiai placed. <br />Contractor Not Working Due To: <br />The Contractor Is: <br />Field Copies Given To: <br />Inclement Weather: <br />Processing Frozen Material: <br />Processing Wet Material: <br />Equipment Malfunction: <br />Stripping and/or Grubbing: !moisture Conditioning Dry Marl: <br />Client: <br />. <br />PAGE 1 OF 1 <br />CM/GM: <br />Unknown: <br />Stockpiling Fill: j 'Removing Unsuitable Marl: <br />Other: <br />05-126-CMT Bowie Mine No. 2 Gob Pile Stability CC-S3 7.19.10.x|s DCR4-7-11Is#4I9 <br />