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2010-01-07_REPORT - C1996083
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2010-01-07_REPORT - C1996083
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Last modified
8/24/2016 3:58:24 PM
Creation date
1/8/2010 12:41:21 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1996083
IBM Index Class Name
REPORT
Doc Date
1/7/2010
Doc Name
4th Quarter 2009 Waste Bank/GOB Pile Monitoring
From
J.E. Stover & Associates
To
DRMS
Permit Index Doc Type
Waste Pile/Fill Report
Email Name
JJD
Media Type
D
Archive
No
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Project: <br /> <br />TECIIt = <br />• ' GEOT Gient / On Site Rep: <br /> <br />Bowie Resources / B. Bear <br />Bowie Mine Gob Pile Stability <br />Civil, Structural & Geotechnical Engineers <br />• naontrose <br />co 8140 <br />222 South Park Ave Contractor / Rep: <br /> <br />Bowie Resources /Tracy Matekoovic <br />Project No: <br />2005126-CMT , <br />. <br />Date: Ph.: (970) 249-6828 • FAX: (970) 249.0945 <br />11/23/2009 CONSTRUCTION MATERIALS TESTING LABORATORY Technician: <br />L. Sanchez <br />DAILY COMPACTIO N REPORT <br /> LOCATION TEST TYPE MAX DRY OPTIMUM DRY MOISTURE PERCENT NOT 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 wrrMN <br />SPEC TYPE NUMBER <br />324 P7#4465 N19501.54/E37299.37 6138.1 X 105.3 8.1 98.1 11.3 93.2 gob #324 & 325 <br /> r/c @ 31.6% <br />325 PT#4466 N19467.72/E37383.63 6139.6 X 101.6 8.0 94.3 11.7 92.8 gob #324 & 325 <br /> r/c @ 31.0% <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: S M <br />X T W Th F S <br />Sheepsfoot: <br /> Part Time: Weather: Sun Clear Overcast Rain Snow <br />Specified X Smooth Drum Roller: <br />Moisture N/A Cohesive Soils X <br />Requirement: 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: A Wind: Still Mod High <br /> Requested By (Company Name): X X Other (List Below): 0 <br />Laboratory Testing ASTM-D Cohesive Soils <br />Procedure: 698 <br />Cohesioniess Soils Tracy Matekoovic / 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 MatekooVlc & B. Bear <br />rn was not informed prior <br />Buckho <br />Contractor Not working Due To: The Contractor Is: Bowie Resources u <br />to o 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'l: <br />Field Copies Given To: <br /> <br />Contractor: <br />Client: g <br />on this date. <br /> <br />Unknown: <br />Stockpiling Fill; Removing Unsuitable Marc CM/GM: <br />Other: PAGE 1 OF 1 <br />05-126-CMT Bowie Mine Gob Pile Stability.xls DCR11-23-091s#324-cc
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