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Project: <br />• ' GEOTECti Client / On Site Rep: <br />Bowie Resources / B. Bear <br />Bowie Mine Gob Pile Stability ..-:.....- _...... .... ......_.... .......... .......... - .............._...._............. _...... .... <br />Civil, Structural & Geotechnical Engineers <br />222 South Park Ave. • MontroSe. CO 61401 Contractor / Rep: <br /> <br />Loadout Services / Justin Distal <br />Project No: <br />2005126-CMT Date: <br />10/9/2009 Ph.: (970) 249.6828 - FAX: (970,1249-0945 <br />CONSTRUCTION MATERIALS TESTING LABORATORY Technician: <br />B. Wilson <br />DAILY COMPACTIO N REPORT <br />TEST <br />NUMBER LOCATION <br />Embankment Gob - Gob Pile No. 2 <br /> <br />Center Slope GRADE ELEV TEST TYPE <br />NU <br />C SAND MAX DRY <br />DENSITY <br /> <br />(pCO OPTIMUM <br />MOISTURE <br /> <br />CONT. (%) DRY <br />DENSITY <br /> <br />(pc0 MOISTURE <br />CONTENT <br /> <br />(%) PERCENT <br />COMPACTION NOT <br />wn)-hN <br /> <br />SPEC SOIL <br />TYPE LAB SAMPLE <br />NUMBER <br />311 PT#4451 N19570.96/E37217, 52 6130.9 X 98.0 10.8 95.6 14.2 97.6 gob #4259 & 4260 r/c @ 27% <br />312 PT#4452 N19448.35/E37374.28 6130.9 X 103.3 8.0 993 8.1 96.1 gob #728 & 229 r/c @ 35% <br />313 PT#4453) N19585.61/E37507.18 6129.3 X 99.6 11.8 95.4 13.1 95.8 gob #4259&4260r/c016% <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> F <br />MOISTURE / DENSITY SPECIFICATIONS OBSERVATION / TESTING FIELD OBSERVATIONS <br />Specified Date: Compaction Equipment Used: <br />Compaction Cohesive Soils X <br />Requirement: 90%+ Cohesionless Soils Full Time: Day: S M T W Th F <br />X S <br />Sheepsfoot: X <br /> Part Time: Weather: Sun Clear Overcast Rain Snow <br />Specified 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 <br />X 50-70 70-85 85 Up <br />Vibratory: <br /> Testing Only; A Wind: Still Mod High <br /> <br />ASTM <br />D Requested By (Company Name): X X Other (List Below): 1 7-7-1 <br />Laboratory Testing <br />- <br />Cohesive Soils X <br />Procedure: 698 <br />Cohesionless Soils Justin / Loadout Services Humidity: Dry <br /> <br />X Mod Humid Haul traffic <br />DENSITY / COMPACTION <br />ON THIS DATE FOR TESTING WAS NOT PERFORMED <br />THE FOLLOWING REASONS: Insufficient amount <br />of material placed. Informed (Rep of Company) of Test Results: <br />Justin / Loadout Services <br />Buckhom was not informed prior <br />Contractor Not Working Due To: The Contractor Is: to our arrival on site that the <br />contractor w <br />uld <br />ot b <br />ki <br /> <br /> <br />Inclement Weather: <br /> <br />Equipment Malfunction: <br /> <br />Processing Frozen Material: Processing Wet Material: <br /> <br />Slipping and/or Grubbing: Moisture Conditioning Dry Mat•I: <br />Field Copies Given To: <br /> <br />Contractor: <br />Client: n <br />o <br />e wor <br />ng <br />On this date. <br /> <br />Unknown: <br />Stockpiling Fill: Removing Unsuitable Matt: CM/GM: <br />Other: 'I PAGE 1 OF 1 <br />I <br />05-126-CMT Bowie Mine Gob Pile Stability.xis DCRIO-9-09bw#311-sj