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2009-07-24_REPORT - C1996083 (2)
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2009-07-24_REPORT - C1996083 (2)
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Entry Properties
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: i.....i ... .... .... ._.. ........... <br />-Le ,GEQTECH Client / On Site Rep: <br />Bowie Resources / B. Bear <br />Bowie Mine Gob Pile Stability <br />Civil, Structural & Geotechnical Engineers <br />222 South Park Ave. • Montrose. CO 81401 Contractor / Rep: <br /> <br />Load Out Services / Ty Hyatt <br />Project No: <br />2005126-CMT Date: <br />4/29/2009 Ph.: (970) 249.6828 • FAX: (970) 249.0945 <br />CONSTRUCTION MATERIALS TESTING LABORATORY Technician: <br />B. Wilson <br />DAILY COMPACTIO N REPORT <br /> LOCATION TEST TYPE MAX DRY OPTIMUM DRY MOISTURE PERCENT NOT SOIL. LAB SAMPLE <br />TEST <br />NUMBER Embankment Gob - Gob Pile No. 2 <br />Center Slope GRADE ELEV <br />NUC <br />SAND DENSITY <br />(per MOISTURE <br />CONT. {%} DENSITY <br />(pcf) CONTENT <br />(%) coMPAcrioN WITHIN <br />SPEC TYPE NUMBER <br />263 (PT#4398) N19486,73/E37620,99 6110.4 X 100.8 9.3 94.9 14.6 94.1 cob #228 & 229 r/c @ 270/ <br />264 (PT#4399) N 19479.01/E37570.29 6110.7 X 98.1 10.2 94.9 11.2 96.7 gob #228 & 229 r/c @ 16% <br />265 (PT#4400 N19448.11/E37329.74 6111.0 X 98.8 9.9 94.7 12.6 95.9 gob 4228 & 229 r/c @ 200/ <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />MOISTURE / DENSITY SPECIFICATIONS OBSE RVATION / TESTING FIELD OBSERVATIONS <br />Specified Date: Compaction Equipment Used: <br />Compaction 90%+ Cohesive Soils X <br />Requirement: Cohesionless Soils Full Time: Day: <br />S M T W <br />X Th F S <br />Sheepsfoot: A <br /> Part Time: Weather: Sun Clear Overcast Rain Snow <br />Specified x X Smooth Drum Roller: <br />Moisture Cohesive Soils X <br />Requirement: N/A Cohesionless Soils Number of Site Visits/Day: Temp: To 32 32-50 <br />X 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): <br />Laboratory Testing ASTM- Cohesive Soils X <br />Procedure: p698 <br />Cohesioniess Soils Loadout Services / Ty Hyatt Humidity: Dry <br /> <br />x Mod Humid Haul Traffic <br />DENSITY / COMPACTION TESTING WAS NOT PERFORMED <br />ON THIS DATE FOR THE FOLLOWING REASONS: 7Insmufaficient amount <br />erial placed. Informed (Re <br />Ty Hyatt / p of Company) of Test Results: <br />Load Out Services <br />B <br />was not informed prior <br />Contractor Not Working Due To: The Contractor Is: t <br />o our <br />to our arrival on site the <br />that <br />contractor would not be e 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'(: <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: 1A CM/GM: <br />Other: PAGE 1 OF 1 <br />05-126-CMT Bowie Mine Gob Pile Stability.xls DCR4-29-09bw#263-sj
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