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2009-07-24_REPORT - C1996083 (2)
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2009-07-24_REPORT - C1996083 (2)
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Last modified
8/24/2016 3:49:04 PM
Creation date
7/24/2009 2:24:48 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1996083
IBM Index Class Name
REPORT
Doc Date
7/24/2009
Doc Name
2nd Quarter 2009 Waste Bank Inspection
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: ?._._ ._.._.... . ..._. -f <br />GEOTECH <br />? Client / On Site Rep: <br /> <br />Bowie Resources B. Bear <br />Bowie Mine Gob Pile Stability Civil, Structural & Geotechnical Engineers <br />222 South Park Ave <br />• Montros <br />Co 81401 Contractor / Rep: <br />Load Out Services / Ty Hyatt <br />Project No: <br />2005126-CMT Date: <br />6/24/2009 . <br />e, <br />Ph.: (970) 249-6828 • FAX: (970) 249-0945 <br />CONSTRUCTION MATERIALS TESTING LABORATORY Technician: <br />L. Sanchez <br />DAILY COMPACTION 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 />(°lo) COMPACTION WITHIN <br />SPEC TYPE NUMBER <br />277 `PT#4414 N19444.80/E37197.66 6113.0 X 98.1 10.1 103.4 5.4 105.4 gob 4259 & 4260 r/c @110 <br />278 PT#4415 N19485.84/E37298.64 6115.0 X 103.3 10.2 97.2 12.4 94.1 gob #230r/c@12% <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 <br />Requirement: Cohesionless Soils X Full Time: Day' S M T W <br />X Th F S <br />Sheepsfoot: FX <br /> PartTime: Weather: Sun Clear Overcast Rain Snow <br />Specified x X Smooth Drum Roller: <br />Moisture N/A Cohesive Soils <br />Requirement: Cohesionless Soils X Number of Site Visits/Day: Temp: To 32 32-50 50-70 <br />X 70-85 85 Up <br />Vibratory; <br /> Testing Only: A Wind: Still Mod High <br /> Requested By (Company Name): X Other (List Below): <br /> <br />8 Cohesive Soils <br />Procedure: Laboratory Testing AST D698 <br />Cohesionless Soils x <br />Loadout Services / Ty Hyatt <br />Humidity: <br />Dry <br />X Mod Humid <br />DENSITY / COMPACTION TESTING WAS NOT PERFORMED <br />ON THIS DATE FOR THE FOLLOWING REASONS: Insufficient amount <br />of material placed. Informed (Rep of Company) of Test Results: <br />Ty Hyatt i Load Out Services <br />Buckhorn was not informed prior <br /> <br />Contractor Not Working Due To: <br />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: ?Molsture 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 Mat'l: CM/GM: <br />Other: LPAE 1 OF 1 <br />05-126-CMT Bowie Mine Gob Pile Stability.xis DCR6-24-091s#277-ap
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