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Project: <br />~ ' G EDTEC H Client / On Site Rep: <br />Bowie Resources - B. Bear <br />Bowie Mine Gob Pil <br />St <br />bili <br />e <br />a <br />ty Contractor /Rep: <br /> Load Out Services -Steve West <br />Project NO: <br />~ <br />2005126-CMT Date: <br /> <br />1/3/2008 CIVIL, STRUCTURAL & GEOTECHNICAL ENGINEERS <br />CANSTRUCTION MATERIALS TESTING LABORATORY <br />Technician: <br />L. Sanchez <br />DAILY COMPACTIO N REPORT <br /> LOCATION TEST TYPE MAX DRY OPTIMUM DRY MOISTURE PERCENT NoT SOIL LAB <br />NUMBER Embankmant Gob on <br />Gob Pile Nos. i and 4 GRADE ELEV NUC SAND DENSI'T'Y <br />{pcf) MOISTURE <br />CONT. {%) DENSITY <br />{pcf) CONTENT <br />(%) COMPACTION WITHIN <br />spec TYPE SAMPLE <br />NUMBER <br />180 (PT#4261} Ni9400.738/E36394.210 6174.2 X 91.4 8.9 82.3 11.2 90.0 ob 4230/31r/c @26% <br />181 PT#4262) N19442.740/E36667.814 6162.2 X 99.2 10.8 95.9 10.9 96.7 gab 4259/60r/c @25% <br />182 (PT#4263) N19374.456/E361S4.974 6174.8 X 99.2 10.8 92.2 14.7 92.9 gob 4259/6or/c @25% <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 T W Th <br />X F S <br />Sheepsfoot: 0 <br /> Part Time: ~ Weather: Sun Clear Overcast Rain Snow <br />Specified X Smooth Drum Roller: <br />Moisture Cohesive SoiiS X <br />Requirement: n/a <br />Cohesionless Soils Number of Site Visits/Dey: ~ Temp: To 32 32-SO <br />X 50-70 70-85 85 Up <br />Vibratory: <br /> Testing Only: ~ Wind: Still Mod High <br /> <br />L <br />t <br />T <br />ASTM - <br />b <br />ti Requested By (Company Name): X Other (List Below): 0 <br />ora <br />ng <br />a <br />ory <br />es <br />Cohesive Sails X <br />Procedure: Egg <br />Cohesionless Soils Bowie Resources <br /> <br />B. Bear 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 of <br />material placed. Informed (Rep of Company) of Test Results: <br />Load Out Services - Ty Hyatt <br />Buckhorn was not informed prior <br />Contractor Not Working Due To: T'#]e Contractor Is: <br />to our arrival on site that the <br />nt <br />t <br />l <br /> <br /> <br />Inclement Weather: <br /> <br />ECTUlpment Malfunction: <br /> <br />Processing frozen Material: Processing Wet Material: <br /> <br />Stripping and/or Grubbing: ~MOfsture CondYroning Dry Mat'1: <br />Field Copies Given To: <br /> <br />Contractor. <br />Client: co <br />rac <br />or wou <br />d not be working <br />on this date. <br /> <br />Unknown: ~ <br />Stockpiling Fill: Removing Unsuitable Mat'I: ~ CM/GM: <br />Other: PAGE 1 OF 1 <br />05-926-CMT Bowls Mine Gob Pile Stabiiity.xlsDCR9-3-081s#9$0-sj <br />