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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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<br />Project; .............................................. <br /> <br />GEOTECH . <br />Client On Site Rep: <br />Bowie Resources / B. Bear <br />Bowie Mine Gab Pile Stability Civil, Structural & Geotechnical Engineers <br />222 South Park Ave. • Montrose, CO 87401 Contractor Rep: <br />Load Out Services / Ty Hyatt <br />Project No: <br />20051.26-CMT Date: <br />3/18/2009 Ph.! (970) 249-6828 • FAX: (970) 249-0945 <br />CONSTRUCTION MATERIALS TESTING LABORATORY Technician: <br />L. Sanchez <br />DAILY CO MPACTION REPORT <br /> TEST TYPE MAX DRY OPTIMUM DRY MOISTURE PERCENT NOT SOIL LAB SAMPLE <br />TEST <br />NUMBER LOCATION <br />Embankment Gob - Gob Pile No. 2, Slope Embankment GRADE ELEV NUC SAND DENSITY <br />(pCf) MOISTURE <br />CONT. (%) DENSITY <br />(pcf) CONTENT <br />(%) COMPACTION WITHIN <br />SPEC TYPE NUMBER <br />251 (PT#4386) N19450.42/E37466.13 6110.5 X 105.8 9.9 99.9 12.2 94.4 . gob #230 r/c @ 18% <br />252 (PT#4387) N19406.80/E37278.60 6108.1 X 106.4 9.8 100.5 8.6 94.5 gob #230 r/c @ 20% <br />253 PT#4388) N19488.17 E37623.13 6110.0 X 104.5 10.2 96.5 12.7 92.3 gob #230 r/C @15% <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />MOISTURE / DENSITY SPECIFICATIONS OBSERVATION / TESTING FIELD OBSERVATIONS <br />Specified Date: Compaction Equipment Used: <br />Compaction o Cohesive Soils X <br />Requirement: 90 70 + Cohesionless Soils Full Time: Day: 5 <br />l M T W <br />X Th F S <br />Sheepsfoot: Ell <br /> Part Time: Weather: Sun Clear Overcast Rain Snow <br />eafied X X Smoot) Drum Roller: <br />p <br />Moisture Cohesive Soils X <br />Requirement: N/A Cohesionless Soils Number of Site Visits/Day: Temp: To 32 32-50 50-70 <br />X 70-85 85 Up <br />Vibratory: <br /> Testing Only: Q Wind: Still Mod High <br /> Requested By (Company Name): X X Other (List Below): <br />Laboratory Testing ASTM-698 Cohesive Soils X <br />Procedure: <br />Cohesionless Soils Ty Hyatt / Load Out Services Humidity: Dry <br /> <br />X Mod Humid Haul Traffic <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 /Load Out Services <br />Buckhom was not informed prior <br />to our arrival on site that the <br />Contractor Not Working Due To: The Contractor Is: contractor would not be working <br /> <br />Inclement Weather: <br /> <br />ment Malfunction: <br />ui <br />E <br />Processing Frozen Material: Processing Wet Material: <br /> <br />Stripping and/or Grubbing: Moisture Conditioning Dry Maft Field Copies Given To: <br /> <br />Contractor: <br />Client: on this date. <br />p <br />q <br />Unknown: <br />Stockpiling Fill: =Removing Unsuitable Matl: CM/GM: <br />Other: PAGE 1 OF 1 <br />o5-126-CMT Bowie Mine Gob Pile Stability.xls DCR3-18-0915#251-aa
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