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Project: <br />~ ~ G EOTEC H <br />~ Client / On Site Rep: <br />Bowie Resources - B. Bear <br /> t <br />R <br />C <br />Bowie Mine Gob Pile Stability ontrac <br />or J <br />ep: <br /> Load Out Services -Steve West <br />Project No: <br />2005126-CMT Date: <br />11/13/2007 CIVIL, STRUCTURAL & GEOTECHNiCAI ENGINEERS <br />CONSTRUCTION MATERIALS TESTING LABORATORY Technician: <br />L. Sanchez <br />DAILY COMPACTIO N REPORT <br /> LOCATION TEST TYPE MAX DRY OPTIMUM DRY MOISTURE PERCEM Nor SOIL LAB <br />TEST <br />NUMBER Compacted Embankment <br />GOb Pile NO. 4 GRADE ELEV <br />NUC <br />SAND DENSITY <br />(per MOISTURE <br />CONT. (%) DENSITY <br />(pcf) CONTENT <br />(%) COMPACTION WITHIN <br />sPEC TYPE SAMPLE <br />NUMBER <br />169A Retest 6165.5 X 90.8 9.3 80.1 7.9 88.2 X gob 4230/31r/c @21% <br />171 PT#4250) N19362.9140/E36400.4060 6163.5 X 93.8 9.8 95.3 10.5 101.6 gob 135/136r/c @17% <br />172 (PT#4251 N19350.5010/E36515.3380. 6160.9 'X 92.0 10.0 94.7 10.9 102.9 gob 135/136r/c @9% <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />MOISTURE /DENSITY SPECIFICATIONS 08SERVATION /TESTING FIELD OBSERVATIONS <br />Specified Date: Compaction Equipment Used: <br />Compaction 90% + Cohesive Soils X <br />Requirement: Cohesionless Soils Full Time: ~ Day: 5 M T <br />X W l'h F S <br />Sheepsfoot: <br /> Part Time; ~ Weather: Sun Clear Overcast Rain Snow <br />peciFied 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 50-70 <br />X 70-85 85 Up <br />Vibratory: <br /> Testing Only: ~ Wind: Still Mod High , <br /> Requested By (Company Name): X Other (List Below): <br />Laboratory Testing ASTM 698 Cohesive Soils X <br />Procedure: <br />Cohesionless Soils Bowie Resources <br /> <br />B. Bear Humidity: Dry <br /> <br />X Mod Humid Haul Traffic <br />DENSITY / COMPACTION TESTING WAS N07 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 />to our arrival on site that the <br />Contractor Not Working Due To: The Contractor Is: <br />contractor would not be working <br /> <br />Inclement Weather: <br /> <br />' Equipment MdifUnCtlOn: <br />Processing rrozen Material: Processing Wet Material; <br /> <br />shipping and/or Grubbing: Moisture Conditioning Dry Mat'I: Field Copies Given To: <br /> <br />Contractor: <br />Client: on this date. <br /> <br />Unknown: <br />Stockpiling Ffll:Removing Unsuitable Matt: CMJGM: <br />Other: PAGE 1 OF 1 <br />05-126-CMT Bowie Mine Gab Pile Stability.xlsDGR91-93-071s#169A-sj <br />