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<br />Proj <br />Project: --._._.__._..___._...__........._..._.._._....__.._-,......... . <br /> <br />l <br />GEOTECH <br />f <br /> <br />Client / On Site Rep: <br /> <br />Bowie Resources / B. Bear <br />Bowie Mine Gob Pile Stability Civil, Structural & Geotechnica[ Engineers <br />222 South Park Ave <br />• Montrose <br />CO 81401 Contractor / Rep: <br />Load Out Services / S. West <br />Project No: <br />2005126-CMT Date: <br />5/9/2008 . <br />. <br />Ph.: (970) 249-6828 • FAX: (970) 249-0945 <br />CONSTRUCTION MATERIALS TESTING LABORATORY Technician: <br />R. Wilson <br />DAILY COMPACTIO N REPORT <br />TEST LOCATION GRADE ELEV TEST TYPE MAX DRY OPTIMUM DRY MOISTURE PERCENT NOT SOIL LAB SAMPLE <br />NUMBER <br />Gob Pile Embankment NUC SAND DENSITY <br />(pcf) MOISTURE <br />CONT. (pia) DENSITY <br />(pcf) CONTENT <br />(%) COMPACTION WrnilN <br />SPEC TYPE NUMBER <br />211 PT#4340) N19508.182/E36524.619 6195.4 X 93.7 9.8 85.0 14.8 90.7 gob 135/136 r/c @16% <br />212 PT#4341) N19508.753/E36651.728 6192.0 X 111.2 10.7 96.2 9.2 86.5 X _ <br />gob #13r/c@19% <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />MOISTURE / DENSITY SPECIFICATIONS OBSERVATION / TESTING FIELD O BSERVATIONS <br />Specified Date: Compaction Equipment used., <br />Compaction 90% } Cohesive Soils X <br />Requirement: Cohesionless Soils Full Time: Day: S M T W Th F <br />X S <br />Sheepsfoot: <br /> Part Time: Weather: Sun Clear Overcast Rain Snow <br />Specified x X Smooth Drum Roller: <br />Moisture N/A Cohesive Soils X <br />Requirement: Cohesionless Soils Number of site visits/Day: Temp: To 32 32-50 <br />X 50-70 <br />X 70-85 85 up <br />Vibratory: <br /> Testing Only: 0 Wind: Still Mod High <br /> <br />Lab <br />T <br />t <br />ti Requested By (Company Name): X Other (List Below): <br />ora <br />ory <br />es <br />ng <br />Procedure: ASfM-698 Cohesive Soils X <br />Cohesionless Soils <br />Ty Hyatt / Load Out Services <br />Humidity: <br />Dry <br />X <br />Mod <br />X <br />Humid <br />Haul Traffic <br />DENSITY / COMPACTION <br />ON THIS DATE FOR T TESTING WAS NOT PERFORMED <br />HE FOLLOWING REASONS: l Insufficient amount <br />of material placed. Informed (Rep of Company) of Test Results: <br />Ty Hyatt, Steve West / <br />Buckhorn was not informed prior <br />Contractor Not Working Due To. The Contractor Is: Load Out Services to our arrival on site that the <br />t <br />t <br /> <br /> <br />Inclement Weather: <br /> <br />Equipment Malfunction: <br /> <br />Processing frozen material: Processing Wet Material: <br /> <br />Stripping and/or Grubbing; Moisture Conditioning Dry MatT <br />Field Copies Given To: <br /> <br />Contractor: <br />Client: con <br />rac <br />or would not be working <br />on this date. <br /> <br />Unknown. <br />Stockpiling Fill: =Removing Unsuitable Matt: CM/GM: <br />Other: PAGE 1 OF 1 <br />05-126-CMT Bowie Mine Gob Pile Stability.As DCR5-9-08#211-ap