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Project: j s - GEOTECH i Client / On Site Rep: <br />Bowie Resources / B. Bear <br /> <br />Bowie Mine Gob Pile Stability Civil, Structural & Geotechnical Engineers <br />co 81401 <br />- M <br />t <br />A Contractor /Rep: <br /> <br />Bowie Resources /Tracy Matekoovic <br /> rose, <br />on <br />ve. <br />222 South Park <br />Project No: <br />2005126-CMT Date: <br />2/4/2010 Ph,: (970) 249-6828 • FAX: (970) 249-0945 <br />CONSTRUCTION MATERIALS TESTING LABORATORY Technician: <br />L. Sanchez <br />DAILY COMPACTIO N REPORT <br /> LOCATION TEST TYPE MAX DRY OPTIMUM DRY MOISTURE PERCENT NOT SOIL LAB SAMPLE <br />TEST <br /> <br />NUMBER <br />Embankment Gob -Gob Pile No. 2 <br />Center Slope GRADE ELEV <br /> <br />NUC <br /> <br />SAND <br />DENSITY <br />(pco <br />MOISTURE <br />CONT (%) <br />DENSITY <br />(pCf) <br />CONTENT <br />(%) <br />COMPACTION <br />wrnicN <br />SPEC <br />TYPE <br />NUMBER <br />337a PT#4482 N 19305.29/E37687.91 6071.7 X 98.3 10.5 89.4 13.0 90.9 gob #337a & 338 r/c @220/ <br /> Retest of PT # 4480 <br />338 PT#4483 N19310.54/E37684.03 6073.0 X 99.4 10.8 83.6 14.3 84.1 X gob #337a & 338 r/c @14 <br />339 PT#4484 N 19284.56/E37451.88 6069.5 X 101.4 9.6 90.4 14.4 102.0 gob #339 & 340 r/c @24% <br />340 PT#4485 N19281.33/E37459.52 6071.0 X 98.2 9.9 98.3 13.2 100.1 gob #339 & 340 r/c @20% <br /> <br /> <br /> <br /> <br /> <br /> <br />MOISTURE / DENSITY SPECIFICATIONS OBSE RVATION J TESTING FIELD OBSERVATIONS <br />Specified Date: Compaction Equipment Used, <br />Compaction Cohesive Soils X <br />Requirement: 900/0+ <br />Cohesionless Soils Full Time: Day: S M T W Th <br />X F S <br />Sheepsfoot: <br /> Part Time: Weather: Sun Gear Overcast Rain Snow <br />Specified X Smooth Drum Roller: <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 70-85 85 Up <br />Vibratory: <br /> Testing Only: Wind: Still Mod High <br /> Requested By (Company Name): X X Other (List Below): <br />11-aboratory Testing ASTM " <br />Procedure: p 69$ Cnh?siyr? Soils X <br />Cohesionless Soils <br />IS. Bear! Bowie Resources <br />Humidity: <br />Dry <br />X <br />Mod <br />Humid <br />DENSITY / COMPACTION TESTING WAS NOT PERFORMED <br />ON THIS DATE FOR THE FOLLOWING REASONS: Insufficient amount <br />lof material placed. Informed (Rep of Company) of Test Results: <br />Tracy Matekoovic / B. Bear <br />Burn was not informed prior <br />ite that the <br />r <br />iv <br />l <br />t <br />Contractor Not Working Due To, The Contractor Is: Bowie Resources o ou our a <br />r <br />a <br />on s <br />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: ?Maisbure Conditioning Dry Magi: Field Copies Given To: <br />_ <br />Contractor: <br />Client: on this date. <br /> <br />Unknown: <br />Stodtpiling Fin: =Removing Unsuitable MaM CM/GM: <br />Other: PAGE 1 OF 1 <br />05-126-CMT Bowie Mine Gob Pile Stability.xls DCR2-4-101s#337a