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Project: <br />~ ' G EOTEC H <br />~ Client / On Site Rep: <br />Bowie Resources - B. Bear <br />Bowie Mine Gob Pi{ <br />St <br />bilit <br />e <br />a <br />y Contractor /Rep: <br /> Load Out Services -Steve West <br />Project No: <br />2005126-CMT Date: <br />1/14/2008 CIVIL, STRUCTURAL & GEOTECHNIGAL ENGINEERS <br />CONSTRUCTION MATERIALS TESTING LABORATORY Technician: <br />L. Sanchez <br />DAILY COMPACTIO N REPORT <br /> LOCATION TEST TYPE MAX DRY OPTIMUM DRY MOISTURE PERCENT rvoT SOIL LAB <br />TEST <br />NUMBER EMbankmant Gab on <br /> <br />Gob Pine Nos. 1 and 4 GRADE ELEV <br />NUC <br />SAND <br />DENSITY <br />(pcf) <br />MOISTURE <br />CONT. (°Jo) <br />DENSITY <br />(pcf) <br />CONTENT <br />(%) <br />COMPACTIOrv <br />wrrHrrv <br />sPEC <br />TYPE <br />SAMPLE <br />NUMBER <br />183 PT#4264 N19406.921/E36476.462 6177.2 X 114.5 9.3 118.7 14.8 103.7 gob 4264/65/66 r/c @28% <br />1$4 {PT#4265} N 19416.999/E36550.431 6173.8 X 112.8 11.3 107.6 13.5 95.7 gob 4264/65/66 ryC C°113% <br />185 {PT#4266 N19425.427/E36615.189 6170.1 X 112.8 11.3 103.5 15.4 91.8 gob 4269/65/66 r/c @13% <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />MOISTURE /DENSITY SPECIFICATIONS OBSERVATIO N /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 <br />X T W Th F S <br />Sheepsfnot: <br /> Part Time: ~ Weather: Sun Clear Overcast Rain Snow <br />Specified X X Smooth Drum Roller: <br />Moisture Cohesive Soils X <br />Requirement: n/a Cohesionless Soils Number or Site visits/Day: ~ Temp: To 32 <br />X 32.50 50-7o Zo-ss 85 up <br />Vibratory: <br /> Testing Onty: ~ Wind: Still Mod High <br /> <br />L <br />b <br />ti <br />ASTM ` <br />T Requested By {Company Name): X X Other (List Belaw): 0 <br />a <br />oratory <br />es <br />ng, <br />Cohesive Soils X <br />Procedure: C98 <br />Cohesioniess Soils Bowie Resources <br /> <br />B. Bear Humidity: Dry Mod <br /> <br />X Humid Haul Traffic <br />DENSITY / COMPACTION TESTING WAS NOT PERFORMEb Insufficient amount of <br />ON THIS DATE FOR THE FOLLOWING REASONS: material placed. Informed (Rep of Company} of Test Results: <br />Load OUt SeTVEC2S - T. Hyatt / S. West <br />Buckhorn was not informed prior <br />Contractor Not Working Due To: The Contractor Is: to our arrival on site that the <br />k <br /> <br /> <br />nclement Weather: <br /> <br />Equipment Malfunction: <br /> <br />Processing Frozen Material: Processing Wet Material: <br /> <br />so-~~sng and~or Grubbing: ~MOisture Conditioning ory nSaYi: <br />Field Copies Given To: <br /> <br />Contractor: <br />aient: ing <br />contractor would not be wor <br />on this date. <br />0 <br /> <br />Unknown: i ~ _ <br />StodcpiBng Pill: ~~Removing Unsuitable Matt; I CM/GM: <br />Ottler: PAGE 1 OF 1 <br />Q5-126-CMT Bowie Mine Gob Pile Stability.xlsDCR1-1~4-Q81s#1$3-sj <br />