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2008-07-21_REPORT - C1996083
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2008-07-21_REPORT - C1996083
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Entry Properties
Last modified
8/24/2016 3:34:50 PM
Creation date
7/22/2008 2:33:59 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1996083
IBM Index Class Name
REPORT
Doc Date
7/21/2008
Doc Name
2nd Qtr 2008 Waste Pile/Gob Report
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 />• ' GEOTE ' <br />l Client / On Site Rep: <br /> <br />Bowie Resources / B. Bear <br />Bowie Mine Gob Pile Stability <br />Civil, Structural & Geotechnical Engineers <br />222 South Park Ave. • Montrose <br />CO 81401 Contractor /Rep: <br />Load Out Services / S. West <br />Project No: <br />2005126-CMT Date: <br />E:/9/2008 , <br />Ph.: (970) 249-6828 • FAX: (970) 249-0945 <br />CONSTRUCTION MATERIALS TESTING LABORATORY Technician: <br />R. Wilson <br />DAILY COMPACTIO N REPORT. <br />TEST AT TEST TYPE MAX DRY OPTIMUM DRY MOISTURE PERCENT NOT soTL LAB SAMPLE <br />NUMBER ION <br />LOC <br />Gob Pile Embankment GRADE ELEV NUC SAND DENSITY <br />(pcf) MOISTURE <br />CONT. (%) DENSITY <br />(pCf) CONTENT <br />(?io) COMPACTION WITHIN <br />SPEC 'TYPE NUMBER <br />212A Retest of test No. 212 6192.0 X 95.2 9.9 96.2 9.2 101.1 gob 4230/4231 CP#212 <br /> r/C @19% <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: S M T W Th F <br /> <br />X S <br /> <br />Sheepsfoot: <br /> Part Time: Weather: Sun Clear Overcast Rain Snow <br />Specified x X Smooth Drum Roller: <br />Moisture Cohesive Soils X <br />Requirement: /A 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 X Other (List Below): 0 <br />Laboratory Testing <br />Procedure: ASTM-698 Cohesive Soils X <br />Cohesionless Soils <br />Ty Hyatt / Load Out Services <br />Humidity: <br />Dry <br />X <br />Mod <br />X <br />Humid <br />Haul Traffic <br />DENSITY / COMPACTION <br />ON THIS DATE FOR TESTING WAS NOT PERFORMED 7T <br />THE FOLLOWING REASONS: Insuicient amount <br />merial placed. Informed (Rep of Company) of Test Results: <br />S. West, Ty Hyatt / <br />Buckhorn was not informed prior <br /> <br />Contractor Not Working Due To: <br />The Contractor Is: <br />Load Out Services to our arrival on site that the <br />t <br />t <br />ld <br />t b <br />k <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 Matt: <br />Field Copies Given To: <br /> <br />Contractor: <br />Client: con <br />rac <br />or wou <br />no <br />e wor <br />ing <br />on this date. <br /> <br />Unknown: <br />Stockpiling Fill; Removing Unsuitable Mat'l: 1A CM/GM: <br />Other: PAGE 1 OF 1 <br />05-126-CMT Bowie Mine Gob Pile Stability.xis DCR5-9-08bw#212A-ap
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