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2009-10-13_REPORT - C1996083
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2009-10-13_REPORT - C1996083
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Last modified
8/24/2016 3:56:08 PM
Creation date
10/13/2009 1:35:20 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1996083
IBM Index Class Name
REPORT
Doc Date
10/13/2009
Doc Name
3rd Quarter 2009 Wastebank Inspection Report
From
J.E. Stover & Associates, Inc
To
DRMS
Permit Index Doc Type
Waste Pile/Fill Report
Email Name
JJD
Media Type
D
Archive
No
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Project: ........................................................ .................... <br />' GEOTECH <br /> <br />..: <br />........................................ ................................... Client / On Site Rep: <br />Bowie Resources / B. Bear <br />Bowie Mine Gob Pile Stability ..... . <br />Civil, Structural & Geotechnical Engineers <br /> <br />222South Park Ave. • Montrose <br />00 87401 Contractor <br />/ Rep: <br />Loadout Services Ty Hyatt <br /> <br />/ <br />Project No: <br />2005126-CMT Date: <br />9/25/2009 , <br />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 NOT SOIL LAB SAMPLE <br />NUM ER 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 />302A Retest of Test No. 302 6123.9 X 101.2 9.0 94.0 12.6 92.9 gob 228 & 229 r/c 0 30% <br /> <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 Th F <br />X S <br />Sheepsfoot: <br /> Part Time: Weather: Sun Clear Overcast Rain Snow <br />Specified X Smooth Drum Roller: <br />Moisture Cohesive Soils X <br />Requirement: N/A Cohesionless Soils Number of Site Vlsits/Day: Temp: To 32 32-50 50.70 <br />X 70-85 85 Up <br />Vibratory: <br /> Testing Only: FX7 Wind: Still Mod High <br /> <br />AST Requested By (Company Name): X X Other (List Below): <br />Laboratory Testing <br />Cohesive Soils X <br />Procedure: 698 8 <br />Cohesionless Soils <br />Ty Hyatt / Loadout Services <br />Humidity: <br />Dry <br />X <br />Mod <br />Humid <br />DENSITY / COMPACTION TESTING WAS NOT PERFORMED <br />ON THIS DATE FOR THE FOLLOWING REASONS: Insufficient amount <br />of materlaI placed. Informed (Rep of Company) of Test Results: <br />Mike West / 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 Matz: <br />Field Copies Given To: <br /> <br />Contractor: <br />Client: g <br />on this date. <br /> <br />Unknown: <br />Stockpiling Fill: Removing Unsuitable Maft CM/GM: <br />Other: PAGE 1 OF 1 <br />05-126-CMT Bowie Mine Gob Pile Stability.xls DCR9-25-091s#302A-ap
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