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<br />Project: ?_ ___._...__...... <br />taEOTECIFI Client/ On Site Rep: <br /> <br />Bowie Resources B. Bear <br /> <br />Bowie Mine Gob Pile Stability .... ........ ........ ... .... . <br /> <br />Geotechn iceicat _....___... Engi ._ n ee..ee .. rs ............ <br />. Civil, _ Structural ._ & .. <br />CO 81401 <br /> <br />Contractor / Rep: <br />Loadout Services /Justin <br /> 222 South Park Ave_ • Montrose. <br />Project No: Date: <br />2005126-CMT 10/2/2009 Ph.: (970) 249-6828 • FAX: (970) 249.0945 <br />CONSTRUCTION MATERIALS TESTING: LABORATORY Technician: <br />L.Sanchez <br />DAILY CO MPACTIO N REPORT <br /> <br />TEST <br />NUMBER LOCATION <br />Embankment Gob - Gob Pile No. 2 <br />Center Slope <br />GRADE ELEV TEST TYPE <br /> <br />NUC SAND MAX DRY <br />DENSITY <br />(per OPTIMUM <br />MOISTURE <br />CONT. (%) DRY <br />DENSITY <br />(pCf) MOISTURE <br />CONTENT <br />(%) PERCENT <br />COMPACTION NOT <br />WMIN <br />SPEC SOIL <br />TYPE LAB SAMPLE <br />NUMBER <br />306A Retest of No. 306 (PT#4444 <br /> PT#4448 N19511.85/E37647.35 6124.2 X 105.5 11.8 96.1 11.8 91.0 gob #300 r/c @ 25% <br />309 PT#4449 N19518.42/E37111.38 6127.2 X 109.3 9.3 94.6 12.0 86.6 X gob #295 r/c @ 220 <br />310 PT#4450 N19429.27/E37378.38 6129.8 X 98.5 9.8 95.3 11.7 96.8 sob #228 & 229 r/c 0 22% <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />MOISTURE / DENSITY SPECIFICATIONS OBSERVATION / TESTING FIELD OBSERVATIONS <br />S <br />ecified Date: Compaction Equipment Used: <br />p <br />Compaction Cohesive Soils X <br />Requirement: 90% + Cohesionless Soils Full Time: Day: 5 M T W Th F <br />X 5 <br />Sheepsfoot: <br /> Part Time: Weather: Sun Clear Overcast Rain Snow <br />S <br />ecified x X Smooth Drum Roller: <br />p <br />Moisture Cohesive Soils X <br />Requirement: N/A 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: Wind: Still Mod High <br /> Requested By (Company Name): X X Other (List Below): <br />Laboratory Testing AST Cohesive Soils X <br />Procedure: 698 $ <br />Cohesionless Soils Justin / Loadout Services Humidity: Dry <br /> <br />X Mod Humid Haul traffic <br />DENSITY / COMPACTION TESTING WAS NOT PERFORMED <br />ON THIS DATE FOR THE FOLLOWING REASONS: Insufficient amount <br />of material placed. Informed (Rep of Company) of Test Results: <br />Justin / Loadout Services <br />Buckhom was not informed prior <br />to our arrival on site that the <br />Contractor Not Working Due To: The Contractor Is: contractor would not be working <br /> <br />Inclement Weather. <br /> <br />Equipment Malfunction: <br />Processing Frozen Material: =Processing wet Material: <br /> <br />stripping and/or Grubbing: Moisture conditioning Dry Mat':; Field Copies Given To: <br /> <br />Contractor: <br />Client: on this date. <br /> <br />unknown: <br />Stockpiling Fill: =Removing Unsuitable Mat'ft CM/GM: <br />Other: PAGE 1 OF 1 <br />05-126-CMT Bowie Mine Gob Pile Stability.xls DCR10-2-09bw#306A-sj