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Project: - . - <br />GG ECH?? <br />L Client / On Site Rep: <br />Bowie Resources / B. Bear <br /> _ <br />Bowie Mine Gob Pile Stability <br />Civil, Structural & Geotechnical Engineers <br />Co 81401 <br />222 South Park Ave. • Montrose Contractor / Rep: <br /> <br />Bowie Resources / Tracy Matekoovic <br />Project No: <br />2005126-CMT Date: <br />1/15/2010 . <br />Ph.: (970) 249-6828 • FAX: (970) 249-0945 <br />CONSTRUCTION MATERIALS TESTING LABORATORY Technician: <br />L. Sanchez <br />DAILY COMPACTIO N REPORT <br /> <br />TEST NUMBER LOCATION <br />Embankment Gob - Gob Pile No. 2 <br />Center Slope <br />GRADE ELEV TEST TYPE <br />NUC SAND MAX DRY <br />DENSITY <br />(pcf) OPTIMUM <br />MOISTURE <br />CONT. (%) DRY <br />DENSITY <br />(pcf) MOISTURE <br />CONTENT <br />(%) PERCENT <br />COMPACrION NOT <br />wrrHiN <br />SPEC SOIL <br />TYPE LAB SAMPLE <br />NUMBER <br />330a PT#4471 N19566.39/E37316.75 6139.2 X 103.8 10.0 82.6 23.8 79.6 X gob #330a & 335 r/C @280/ <br />333 PT#4475 N19555.42/E37321.27 6142.5 X 102.1 9.3 73.4 19.4 71.9 X gob #333 & 336 r/C @210% <br />331a PT#4472 N19550.61/E37314.70 6140.6 X 111.1 8.1 85.6 21.2 77.0 X gob #331a & 334 r/c @340/ <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />L <br />MOISTURE / DENSITY SPECIFICATIONS OBSERVATION / TESTING FIELD OBSERVATIONS <br />Specified Date: Compaction Equipment Used: <br />Compaction Cohesive Soils X <br />Requirement: 900/0+ Cohesionless Soils Full Time: Day: <br />S M T W Th F <br />X S <br />Sheepsfoot: <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 <br />x 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 />Laboratory Testing ASTM - Cohesive Soils X <br />Procedure: D 690. <br />Cohesionless Soils B. Bear/ Bowie Resources Humidity: Dry <br /> <br />X Mod Humid Haul Traffic <br />DENSITY / COMPACTION TESTING WAS NOT PERFORMED <br />ON THIS DATE FOR THE FOLLOWING REASONS: l Insufficient amount <br />of material placed. Informed (Rep of Company) of Test Results: <br />Tracy Matekoovic <br />Buckhom was not informed prior <br />Contractor Not Working Due To: The Contractor Is: Bowie Resources to our arrival on site that the <br />contractor would not b <br />w <br />ki <br /> <br /> <br />Inclement Weather: <br /> <br />Equipment Malfunction: <br /> <br />Processing Rozen Material: =Processing Wet Material; <br /> <br />stripping and/or Grubbing: Moisture Conditioning Dry MaVI: <br />Field Copies Given To: <br /> <br />Contractor: <br />Client: or <br />e <br />ng <br />on this date. <br />> <br /> <br />Unknown: <br />Stockpiling Fill: =Removing Unsuitable Maf't: CM/GM: <br />Other: PAGE 1 OF 1 <br />05-126-CMT Bowie Mine Gob Pile Stability.xis DCR1-15-101s#330a