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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 />= GEOTECH Client / On Site Rep: <br />Bowie Resources / B. Bear <br />Bowie Mine Gob Pile Stability Civil, Structural & Geotechnical Engineers <br />222 South Park Ave <br />• Montrose <br />CO 8140! Contractor / Rep: <br />Load Out Services / S. West <br />Project No: <br />2005126-CMT Date: <br />4/24/2008 . <br />, <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 LOCATION TEST TYPE MAX DRY OPTIMUM DRY MOISTURE PERCENT NOT SOIL LAB SAMPLE <br />NUMBER <br />Gob Pile Embankment GRADE ELEV NUC SAND DENSITY <br />(pcf) MOISTURE <br />CONT. (%) DENSITY <br />(pcf) CONTENT <br />(%) commc7ioN wn-HIN <br />SPEC TYPE NUMBER <br />208 (PT#4337) N19505.188/E36651.473 6190.2 X 95.9 9.1 94.6 10.8 98.6 gob 135/136 r/c @26% <br />209 (PT#4338) N19464.363/E36279.042 6199.3 X 90.0 10.0 92.5 5.1 102.8 gob 4230/31 r/c @15% <br />210 (PT#4339 N19415.361/E36031.289 6199.8 X 99.0 11.0 89.9 10.4 91.8 gob 4259/60 r/c @22% <br /> <br /> <br /> <br /> <br /> <br />[ <br /> <br /> <br />MOISTURE / DENSITY SPECIFICATIONS OBSERVATION / TESTING FIELD O BSERVATIONS <br />Specified Date: Compaction Equipment Used: <br />Compaction 90% + Cohesive Soils X <br />Requirement: Cohesionless Soils Full Time: Day: S M T W Th <br /> <br />X F S <br /> <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 32-50 <br />X 50-70 70-85 85 Up <br />Vibratory: <br />, <br /> Testing Only: Wind: Still Mod High <br />ti <br />L <br />b <br />t <br />T Requested By (Company Name): X X Other (List Below): <br />a <br />ora <br />ory <br />es <br />ng <br />Procedure: ASTM-698 Cohesive Soils X <br />Cohesionless Soils S. West / Load Out Services Humidity: Dry <br />X Mod Humid <br />DENSITY / COMPACTION <br />ON THIS DATE FOR T TESTING WAS NOT PERFORME <br />HE FOLLOWING REASONS: fficient amount <br />ateria l placed. Informed (Rep of Company) of Test Results: <br />Ty Hyatt / <br />Buckhorn was not informed prior <br />Contractor Not Working Due To: The Contractor Is: Load Out Services to our arrival on site that the <br />t <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: con <br />ractor would not be working <br />On this date. <br /> <br />Unknown: <br />Stockpiling Fill: Removing Unsuitable Mat'l: CM/GM: <br />Other: PAGE 1 OF 1 <br />05-126-CMT Bowie Mine Gob Pile Stability-As DCR4-24-08#208-ap/sj
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