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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: <br /> <br />IAIDIA • - GEOTECH <br />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 />- Montr <br />Co 81401 Contractor / Rep: <br />Load Out Services / Ty Hyatt <br />Project No: <br />2005126-CMT Date: <br />5/21/2009 . <br />ose, <br />Ph.: (970) 249-6828 - PAX: (970) 249.0945 <br />CONSTRUCTION MATERIALS TESTING LABORATORY Technician: <br />L. Sanchez <br />DAILY COMPACTIO N REPORT <br /> <br />TEST LOCATION TEST TYPE MAX DRY OPTIMUM DRY MOISTURE PERCENT Nor 5011 LAB SAMPLE <br />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 />(e/U) COMPACTION wIrHIN <br />SPEC . <br />TYPE NUMBER <br />268 PT#4403 N 19500.58/E37610.6 6111.3 X 92.8 13.2 90.9 11.6 98 <br />0 pr?b #268 rk 12e, <br />269 PT#4404 N19455.22/E37430.85 6110.7 X 101.8 10.2 97,4 14.4 . <br />95.7 gob #269 r/c @ 15% <br />270 (PT#4405 N19467.75/E37186.62 6112.5 X 105.1 11.0 95.2 15.1 90.6 gob #270 r/C @ 13% <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: <br />5 M T W Th <br />X 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 32.50 50-70 70-85 <br />X 85 Up <br />Vibratory: <br /> Testing Only: A Wind: Still Mod High <br /> <br />L <br />b <br />T <br />t <br />ti <br />AST Requested By (Company Name): X X Other (List Below): Ell <br />a <br />ora <br />ory <br />es <br />ng <br />D698 Cohesive Soils X <br />Procedure: <br />Cohesionless Soils Loadout Services / Ty Hyatt Humidity: Dry <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 />Ty Hyatt / Load Out Services <br />B <br />o <br />rn was not informed prior <br />Contractor Not Working Due To: The Contractor Is: t <br />u <br />to <br />to our arrival on site that the <br />cont <br />ld <br />t <br /> <br /> <br />Indement Weather: <br /> <br />Equipment Malfunction: <br /> <br />Processing Frozen Material: Processing Wet Material: <br /> <br />Strtpping and/or Grubbing: Moisture Conditioning Dry Matt: <br />Field Copies Given To: <br /> <br />Contractor. <br />Client: rac <br />or wou <br />not be working <br />on this date. <br /> <br />Unknown: <br />Stockpiling Fill: Removing unsuitable Marl: CM/GM: <br />Other: PAGE 1 OF 1 <br />05-126-CMT Bowie Mine Gob Pile Stability.xls DCR5-21-091s#268-sj
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