Laserfiche WebLink
Project: ........................................ ......................... <br /> <br />s ' GEOTECH <br />:.........................................::::::::::::::::::::::..... <br />Client / On Site Rep: <br />Bowie Resources / B. Bear <br /> <br />Bowie Mine Gob Pife Stability .......'..................................... ........... _................................. <br />? <br />Civil, Structural & Geotechnical Engineers <br />222 South Park Ave. • Montrose, CO 81401 <br />Contractor Rep: <br />Load Out Services f Ty Hyatt <br />Project NO: <br />2005126-CMT Date: <br />7/29/2009 Ph.: (970) 249-5828 • FAX: (970) 249-0945 <br />CONSTRUCTION MATERIALS TESTING LABORATORY Technician: <br />B. Wilson <br />DAILY CO MPACTION REPORT: <br /> LOCATION TEST TYPE MAX DRY OPTIMUM DRY MOISTURE PERCENT NOT SOIL LAB SAMPLE <br />TEST <br />NUMBER Embankment Gob - Gob Pile No. 2 <br />Center Slope GRADE ELEV <br />FUC SAND DENSITY <br />(pcf) MOISTURE <br />CONT. (%) DENSITY <br />(pCf) CONTENT <br />(%) COMPACTION wrrHIN <br />SPEC TYPE NUMBER <br />288 (PT#4425) N19458.69/E37390.21 6116.7 X 98.1 9.3 1 94.1 16.3 95.9 gob 228 & 229 r/c @ 22% <br />289 (P7#4426) N19452.47/E37638.46 6114.6 X 86.6 11.3 ! 83.1 13.1 95.8 gob 279 & 281 r/c 0 23% <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: Day: 5 M T W <br />X Th F S <br />Sheepsfoot: <br /> Part Time: Weather: Sun Clear Overcast Rain Snow <br />Specified X Smooth Drum Roller: <br />Moisture ?/A Cohesive Soils X <br />Requirement: Cohesionless Soils Number of Site Visits/Day: Temp: To 32 32-50 50-70 <br />X 70-85 85 Up <br />Vibratory: <br /> Testing Only: Wind: Still Mod High <br /> Requested By (Company Name): X Other (List Below): <br />Laboratory Testing <br />Procedure: ASTM-698 Cohesive Soils X <br />Cohesionless Soils <br />B. Bear -Bowie Resources <br />Humidity: <br />Dry <br />X <br />Mod <br />Humid <br />Haul Traffic <br />DENSITY / COMPACTION TESTING WAS NOT PERFORMED <br />ON THIS DATE FOR THE FOLLOWING REASONS: Insufficient amount <br />of material placed. Informed (Re <br />Ty Hyatt - p of Company) of Test Results: <br />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 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 Mat'I: <br />Field Copies Given To: <br /> <br />Contractor: <br />Client: g <br />on this date. <br /> <br />Q <br /> <br />Unknown: <br />Stockpiling All: Removing Unsuitable Matl: CM/GM: <br />Other: PAGE 1 OF 1 <br />05-126-CMT Bowie Mine Gob Pile Stability.xis DCR7-29-09bw#288-mr