Laserfiche WebLink
Project: :............................................................................. <br />• ' GEOTECH <br />.. <br />... <br />: <br />. <br />... <br />...... <br />. Client / On Site Rep: <br />Bowie Resources / B. Bear <br />Bowie Mine Gob Pile Stability .......................... .................... <br />. <br />......... <br />. <br />... <br />. <br />................................................................................................. <br />Civil, Structural & Geotechnical Engineers <br />222 south Park Ave. • Montrose, CO 81401 Contractor / Rep: <br /> <br />Loadout_Services / Ty Hyatt <br />Project No: <br />2005126-CMT Date: <br />9/11/2009 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 Nor SOIL LAB SAMPLE <br />TEST NUMBER Embankment Gob - Gob Pile No. 2 <br />Center Slope GRADE ELEV NUC SAND DENSITY <br />(pcf) MOISTURE <br />CONT. (%) DENSITY <br />(pcf) CONTENT <br />(%) COMPACTION WITHIN <br />SPEC TYPE NUMBER <br />301 PT#4439 N 19458.59/E37606.53 6121.6 X 89.0 10.9 84.0 14.5 94.4 gob 301 & 303 r/c 0 16% <br />302 (PT#4440) N19427.54/E37395.84 6123.2 X 105.1 11.8 80.7 15.9 76.8 X gob' 300 r/c @ 26% <br />303 (PT#4441) N19428.21/E37244.13 6122.4 X 89.0 10.9 83.0 12.1 93.3 gob 301 &303 r/c @ 14% <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: 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 N/A Cohesive Soils X <br />Requirement: Cohesionless Soils Number of Site Visits/Day: Temp: To 32 32-50 50-70 70-85 <br />x 85 Up <br />Vibratory: <br /> Testing Only: A Wind: Still Mod High <br /> Requested By (Company Name): X Other (List Below): 0 <br />Laboratory Testing AST <br /> <br />Cohesive Soils X <br />Procedure: 698 8 <br />Cohesionless Soils <br /> <br />Ty Hyatt / Loadout Services <br /> <br />Humidity: <br /> <br />Dry <br />X <br /> <br />Mod <br /> <br />Humid <br /> <br />Haul traffic <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 />Mike / Loadout Services <br />Buckhorn was not informed prior <br />Contractor Not Working Due To: The Contractor Is: to our arrival on site that the <br />contractor would not be workin <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 Marl: <br />Field Copies Given To: <br /> <br />Contractor: <br />Client: g <br />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 Stability.xls DCR9-11-091s#301-ap