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Project: i ............................................................................. <br />' GEOTECH Client / On Site Rep: <br />Bowie Resources / B. Bear <br /> <br />Bowie Mine Gob Pile Stability ......................................::::::::::::::::::::::::::::::::::.: <br />........... Civil ..... , .............. Structural .............. & ....... GIsotechnicai ............................ Engineers ......_..,....,........,.. <br />CO 81401 <br />ntrose <br />k A <br />• M <br />h P <br />Contractor /Rep: <br />Bowie Resources / Tracy Matekoovic <br /> , <br />ar <br />ve. <br />o <br />222 Sout <br />Project No: <br />2005126-CMT Date: <br />3/24/2010 Ph.: (970) 249-6828 - FAX: (970) 249.0945 <br />CONSTRUCTION MATERIALS TESTING LABORATORY Technician: <br />L. Sanchez <br />DAILY CO MPACTION REPORT <br /> LOCATION TEST TYPE MAX DRY OPTIMUM DRY MOISTURE PERCENT NOT SOIL LAB SAMPLE <br />TEST <br />NUMBER Embankment Gob -Gob Pile No. 2 <br /> <br />Lower Bench GRADE ELEV <br />NUC <br />SAND DENSITY <br /> <br />(pC0 MOISTURE <br /> <br />CONT. (%) DENSITY <br /> <br />(pcf) CONTENT <br /> <br />M coMPacnoN WITHIN <br /> <br />SPEC TYPE NUMBER <br />347 (PT#4493) N 19366.28/E37689.02 6081.2 X 99.8 10.7 104.3 12.0 104.5 gob #337A & 348 r/c 0170/ <br />348 (PT#4494) N19277.66/E37523.27 6074.1 X 95.9 10.6 99.4 14.0 103.6 gob #339 & 340 r/c 011% <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />MOISTURE / DENSITY SPECIFICATIONS OBSERVATION / TESTING FIELD OBSERVATIONS <br />Specified Date: 2/ 17/20 10 Compaction Equipment Used: <br />Compaction Cohesive Soils X <br />Re uirement; 90%+ <br />q Cohesionless Soils Full Time: Day: <br /> <br />S M T W <br /> <br />X Th F 5 <br />Shee sfoot: <br />P <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 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 />L'aLaboratory ry Tcung ASTM - <br />Procedure: D 698 Cohesive Sails X <br />Cohesionless Soils <br />B. 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 />of material placed. Informed (Rep of Company) of Test Results: <br />Tracy Matekoovic / B. Bear <br />Buckhom was not informed prior <br />o <br />t the <br />i <br />l <br />it <br />th <br />t <br />Contractor Not Working Due To: The Contractor Is: Bowie Resources ur arr <br />va <br />o <br />on s <br />e <br />a <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: Moisture Conditioning Dry Maxi: Field Copies Given To: <br /> <br />Contractor: <br />Client; on this date. <br /> <br />Unknown: <br />Stockpiling Fill: Removing Unsuitable Matl: CM/GM: <br />Other: PAGE 1 OF 1 <br />05-126-CMT Bowie Mine Gob Pile StabilityUSE THIS ONEAs DCR3-24-10Is#347