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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 />F <br />wie Mine Gob P ile Stability ..-....._......__._._.__.--.................. ..Civil, Structural & Geotechnical Engineers <br />222 South Park Ave. • Montrose, CO 81401 Contractor / Rep: <br />Load Out Services Ty Hyatt <br />rojeco: Date: <br />2005126-CMT 3/12/2009 Ph-: (970) 249-8828 • 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 wfTHIN <br />SPEC TYPE: NUMBER <br />249 (PT#4384) N19470.99/E37606.57 6107.5 X 108,2 10.0 97.8 10.9 90.3 gob #228 8, 229 r/c 0 20?i <br />250 (PT#4385 N19485.41/E37549.37 6108.2 X 100.2 10.8 104.5 10.6 104.3 gob #244 r/c @ 12% <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />MOISTURE / DENSITY SPECIFICATIONS OBSE RVATION / TESTING FIELD OBSERVATIONS <br />ecified <br />S Date: Compaction Equipment Used: <br />p <br />Compaction ° Cohesive Soils X <br />Requirement: 90 ?0 } <br />Cohesionless Soils Full Time: Day: 5 M T W Th <br />X F S <br />Shee sfoot: 0 <br />p <br /> Part Time: Weather: Sun Clear Overcast Rain Snow <br />ifi <br />d <br />S x X Smooth Drum Roller: <br />pec <br />e <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: ? 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 J COMPACTION TESTING WAS NOT PERFORMED <br />ON THIS DATE FOR THE FOLLOWING REASONS: Insufficient amount <br />lof material placed. Informed (Rep of Company) of Test Results: <br />Ty Hyatt /Load Out Services <br />Burn was not informed prior <br />to o ou 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 />lfunction: <br />t M <br />Processing Frozen Material: Processing Wet Material: <br /> <br />Stripping and/or Grubbing: Moisture Conditioning Dry Mat'I: Field Copies Given To: <br /> <br />Contractor: <br />Client: on this date. <br />a <br />Equipmen <br />Unknown: <br />Stockpiling FIT: Removing Unsuitable Mafk E=] CM/GM: <br />Other: PAGE 1 OF 1 <br />05-126-CMT Bowie Mine Gob Pile Stability.As DCR3-12-09ls#250-aa
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