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Project: <br />~ . <br />G EOTEC H Client / On Site Rep: <br />Bowie Resources - B. Bear <br /> <br />Bowie Mine Gob Pile Stability . Contractor / Re <br />p~ <br /> Load Out Services -Steve West <br />Project No: <br />2005126-CMT Date: <br />11/26/2007 CIVIL, STRUCTURAL & GEOTECHNiCAL ENGINEERS <br />CONSTRUCTION MATERIALS TESTING LABORATORY Technician: <br />L. Sanchez <br />DAILY CO MPACTIO N REPORT <br /> LOCATION TEST TYPE MAX DRY OPTIMUM DRY MOISTURE PERCENT Not SOIL LAB <br />TEST <br />NUMBER <br />Compacted Embankment <br />Gob Pile No. 1 GRADE ELEV <br /> <br />NUC <br /> <br />SAND <br />DENSITY <br />(p~>7 <br />MOISTURE <br />CONT. (%) <br />DENSITY <br />(pcf) <br />CONTENT <br />(%} <br />COMPACTION <br />wrrrilN <br />SPEC <br />TYPE <br />SAMPLE <br />NUMBER <br />175 <br />176 (PT#4256) N19i15.2520/E36153.3190 <br />(PT#4257 N19086.6080/E36233.6980 6105.3 <br />6100.9 X <br />X 92.0 <br />91.0 8.6 <br />9.3 83.6 <br />84.6 9.5 <br />10.2 90.8 <br />93.0 ob <br />gob 4230/31r/c @29% <br />4230/31r/C @22% <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />MOISTURE /DENSITY SPECIFICATIONS OBSE RVATION /TESTING FIELD OBSERVATIONS <br />ified <br />S Date: Compaction Equipment Used: <br />pec <br />Compaction 90% + Cohesive Soils X <br />Requirement: Cohesionless Soils Full Time: ~ Day: S M <br />X T` W Th F S <br />SheepSfoot: <br /> Part Time: ~ Weather: Sun Clear Overcast Rain Snow <br />if <br />S <br />d X Smooth Drum Roller: <br />ie <br />pec <br />Moisture Cohesive 50115 X <br />Requirement: n/a. Cohesionless Soils Number of Site Visits/Day: ~ Temp: To 32 <br />X 32-50 50-70 70-85 85 Up <br />Vibratory: <br /> Testing Only: 0 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 <br />DENSITY / COMPACT-ION TESTING WAS NOT PERFORMED Insufficient amount of <br />ON THIS DATE FOR THE FOLLOWING REASONS: 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: contractor would not be working <br /> <br />Inclement Weather: <br /> <br />ment Malfunction: <br />i <br />E <br />Processing Frozen Material: Processing Wet Material: <br /> <br />scrlpping and/or crabbing: Moisture Conditioning Dry Mat'I: Field Copies Given To: <br /> <br />Contractor: <br />Client: on this date: <br />p <br />qu <br />Unknown: <br />stocxpiiing Rii:Removing Unsuitable Mat'I: CM/GM: <br />Other: PAGE 1 OF 1 <br />05-926-CMT Bowie Mine Gob Pile Stability.xlsDCR9 9-26-071s#175-sj <br />