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2009-04-10_REPORT - C1996083 (2)
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2009-04-10_REPORT - C1996083 (2)
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Entry Properties
Last modified
8/24/2016 3:45:27 PM
Creation date
4/10/2009 2:22:08 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1996083
IBM Index Class Name
REPORT
Doc Date
4/10/2009
Doc Name
1st Quarter 2009 Gob Pile Stability Report
From
J.E. Stover & Associates, Inc
To
DRMS
Permit Index Doc Type
Waste Pile/Fill Report
Email Name
JJD
Media Type
D
Archive
No
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Bowie Mine Gob Pile Stability <br />2005126-CMT 1/16/2009 <br />TEST LOCATION <br />NUMBER <br />Embankment Gob Pile No. 2 <br />231 (PT#4365) N19411.34/E37253.6: <br />232 (PT#4366) N19411.46/E37381.2 <br />MOISTURE / DENSITY SPECIFICATIONS <br />90% + Cohesive Soils <br />t: Cohesionless Soils <br />N/A Cohesive Soils <br />Cohesionless Soils <br /> <br />....................................... .............................. . Client / On Site Rep: <br />• ' GEOTECH Bowie Resources / B. Bear <br /> <br />...: <br />........... ........................ ............ ................. <br />........... ..................................................................... <br /> <br />...... <br /> <br />Contractor / Rep: <br />Civil, Structural & Geotechnical Engineers <br />Load Out Services / Ty Hyatt <br />222 South Park Ave. • Montrose, CO 81401 <br />Ph.: (970) 249-6828 • FAX: (970) 249-0945 <br />Technician: <br />CONSTRUCTION MATERIALS TESTING LABORATORY L. Sanchez <br /> DAILY CO MPACTION REPORT <br /> MAX DRY OPTIMUM DRY MOISTURE PERCENT NOT SOIL LAB SAMPLE <br />GRADE ELEV DENSITY MOISTURE DENSITY CONTENT COMPACTION wrrHIN TYPE NUMBER <br /> M (pCf) CONT. (%) (pcf) (°/U) SPEC <br />6099.2 I 102.8 9.6 92.7 14.9 90.2 gob 231, 232, and 233 r/c @26% <br />6098.0 101.0 10:2 105.0 13.2 :. 104.0 gob 231, 232, and 233 do 017% <br />6097.2 X 101.0 10.2 91.9 17:5 91.0 gob 231, 232, and 233 r/c @17% <br />OBSERVATION / TESTING <br />X Full Time: <br />Part Time: <br />X Number of Site Visits/Day: <br />17-7-1 <br />Testing Only, <br />Requested By (Company Name): <br />aioratory Testing ASTM-698 Cohesive Soils X Ty Hyatt / Load Out Services <br />rocedure: <br />Cohesionless Soils <br />DENSITY / COMPACTION TESTING WAS NOT PERFORMED Insufficient amount <br />ON THIS DATE FOR THE FOLLOWING REASONS: of material placed. <br />;ontrac:or Not Working Due To: The Contractor Is: <br />nclement Weather: Processing Fro=en Material: =Processing Wet Material: <br />°quipment Malfunction' Stripping and/or Grubbing: Moisture Conditioning Dry Mafl <br />In4nrmm: Stockpiling Fill: Removing Unsuitable MaYI: <br />FIELD OBSERVATIONS <br />Date: Compaction Equipment Used: <br />Day: S M T W TI F S <br />?X <br />X Sheepsfoot: <br />Weather: Sun Clear Overcast Rain Snow <br />X Smooth Drum Roller: <br />Temp: To 32 32-50 50-70 70-85 85 Up <br />X X Vibratory: <br />Wind: Still Mod High <br />X Other (List Below): <br />Humidity: Dry Mod Humid Haul Traffic <br />X <br />Informed (Rep of Company) of Test Results: <br />att /Load Out Services <br />H <br />T Bu was not informed prior <br />y <br />y to o our our arrival on site that the <br /> contractor would not be working <br />Field Copies Given To: on this date. <br />CM/GM: <br />Other: <br />PAGE 1 OF 1 <br />05-126-CMT Bowie Mine Gob Pile Stability-As DCR1-16-091s#231-ap
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