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Project: ?? l Client / On Site Rep: <br />• GEOTEOH Bowie Resources /Gary Harding <br />Bowie Mine Gob Pile Stability _..._._..._.......:.__..--_--.....--.---..__.-__..... <br />Civil, Structural & Geotechnical Engineers Contractor J Rep: <br />222 South Park Ave. - Montrose, CO 81401 Bowie Resources / Gary Harding <br />Project No: Date; Ph.: (970) 248-8828 • FAX: (970) 249.0945 Technician: <br />2005126-CMT 3/16/2011 CONSTRUCTION MATERIALS TESTING LABORATORY L. Sanchez <br />DAILY COMPACTIO N REPORT <br />TEST. LOCATION GRADE EL TEST TYPE MAX DRY OPTIMUM DRY MOISTURE PERCENT NOT SOIL LAB SAMPLE <br />NUMBER <br />Embankment Gob at the East Bench EV NUC SAND DENSITY <br />(pcf) MOISTURE <br />CONT. (%) DENSITY <br />(pcf) CONTENT <br />(o/a) COMPACTION WITHIN <br />SPEC TYPE NUMBER <br />422 <br />423 PT#4570 N19496.06/E38179,42 <br />PT#4571 N19473.03/E38087,16 6073.1 <br />6078,3 X <br />X 96.2 <br />98.9 11.3 <br />10.6 93.0 <br />91.6 14.8 <br />15.0 96.7 <br />92.6 Gob <br />Gob 417/418 r/c@14% <br />417/418 r/c@21% <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />MOISTURE / DENSITY SPECIFICATIONS OBSERVATION / TESTING FIELD OBSERVATIONS <br />Specified Date: Compaction Equipment Used: <br />Compaction 90% Cohesive Soils X <br />Requirement: Cohesionless Soils Full Time: I? Day: 5 M T W <br />X Th F S <br />Sheepsfoot: r y" ) <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/pay: <br /> <br />7- <br />- Temp: To 32 32-50 <br />X 50-70 <br />X 70-85 85 up <br />Vibratory: <br /> 7 <br />1 <br />Testing Only: 1 Wind: Still Mod High <br /> <br />Laboratory Testing Requested By (Company Name): X X Other (List Below): <br />Procedure: ASTM-698 Cohesive Soils X <br />Cohesionless Soils Gary Harding / Bowie Resources Humidity: Dry <br />X Mod Humid CAT 815 <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 />Gary Harding/Bowie Resources <br />Buckhorn was not informed prior <br />Contractor Not Working Due To: The Contractor is: to our arrival on site that the <br /> <br /> <br />Inclement Weather: <br /> <br />Equipment Malfunction: <br /> <br />Processing Frozen Material: =Processing Wet Material: <br /> <br />Stripping and/or Grubbing: Moisture conditioning Dry Mad: <br />Field Copies Given To: <br /> <br />Contractor: <br />Client: contractor would not be working <br />on this date. <br /> <br />Unknown: <br />Stockpiling Fill: Removing Unsuitable Maxi: E:] CM/GM: <br />Other: PAGE 1 OF 1 <br />05-126-CMT Bowie Mine No. 2 Gob Pile Stability CC-S3 7.19.10.xis DCR3-16-111s#422