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Project: :.............................. ......................- ............ <br /> <br />' GEOTECH <br />Client / On Site Rep: <br />Bowie Resources /:Basil Bear <br /> <br /> <br />Bowie Mine Gob Pile Stability ...................... ............ ?.......................... <br />...................................................................................... <br />Civil, Structural & Geotechnical Engineers <br /> <br />401 <br />Contractor / Rep: <br /> <br />Bowie Resources /Tracy M. <br /> 222 South Park Ave. • h4ontrose, CO 81 <br />Project No: <br />2005126-CMT Date: <br />4/7/2010 Ph.: (970) 249.6828 • FAX: (970) 249-0945 <br />CONSTRUCTION MATERIALS TESTING LABORATORY Technician: <br />G. Jones <br />DAILY CO MPACTION REPORT <br /> LOCATION TEST TYPE MAX DRY OPTIMUM DRY MOISTURE PERCENT NOT SOIL LAB SAMPLE <br />NUMBER Embankment Gob -Gob Pile No. 2 <br />Lower Bench GRADE ELEV NUC <br />SAND DENSITY <br />(pc0 MOISTURE <br />CONT. (/oo) DEN53 rY <br />(pcf) CONTENT <br />(o/o) coMPACrtoN wtTHla <br />SPEC TYPE NUMBER <br />352 <br />353 (PT#4498) N19303.76/E37567.21 <br />(PT#4499) N19341.26/E37708.45 6078.7 <br />6080.5 X <br />X 96.2 <br />97.2 11.1 <br />10.2 103.4 <br />103.1 14.8 <br />13.3 107.4 <br />106.0 gob <br />gob 337A/338 r/c 013% <br />339/340 r/c @ 16% <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />MOISTURE / DENSITY SPECIFICATIONS OBSERVATION / 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 T W <br />X Th F S <br />Sheepsfoot: A <br /> Part Time: A Weather:. Sun Clear Overcast Rain Snow CAT 815 <br />ifi <br />d <br />S x X Smooth Drum Roller: <br />e <br />pec <br />Moisture Cohesive Soils X <br />Requirement: N/A <br />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: r X7 Wind: Still Mod High <br /> Requested By (Company Name): X Other (List Below): <br />ASTM Laboratory Testing Cohesive Soils X <br />Procedure: D-698 <br />Cohesionless Soils B. Bear/ Bowie Resources Humidity: Dry <br /> <br />X Mod 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 />B. Bear & Tracy Matekovic / Bowie Resources <br />Buckholn 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 />Equipment Malfunction: <br />processing Frozen Material: ? processing wet Material: <br /> <br />Stripping and/or Grubbing: Moisture Conditioning Dry M,at'I; Field Copies Given To: <br /> <br />Contactor. <br />Client: on this date. <br /> <br />l? <br /> <br />Unknown: <br />Stockpiling Fill: =Removing Unsuitable MatT CM/GM: <br />Other, PAGE 1 OF 1 <br />05-126-CMT Bowie Mine No. 2 Gob Pile Stability.xis DCR4-7-IOgj#352