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2010-07-06_REPORT - C1996083 (2)
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2010-07-06_REPORT - C1996083 (2)
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Entry Properties
Last modified
8/24/2016 4:14:57 PM
Creation date
7/7/2010 1:29:51 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1996083
IBM Index Class Name
REPORT
Doc Date
7/6/2010
Doc Name
2nd Quarter 2010 Gob Pile Stability
From
J.E. Stover & Associates, Inc
To
DRMS
Permit Index Doc Type
Waste Pile/Fill Report
Email Name
JJD
SB1
Media Type
D
Archive
No
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<br />Project: ............................ ................................. <br />. - GEDTECH Client / On Site Rep: <br />Bowie Resources / Basil Bear <br /> <br />Bowie Mine Gob Pile Stability ......... Structu ...... & .... Ge ...... to ................ technicai .... .. Engineers ..................... <br />Civii ....... <br />, ral <br />CO 81401 <br />Contractor /Rep: <br /> <br />Bowie Resources /Tracy M. <br /> 222 South Park Ave. -Montrose, <br />Project No: <br />2005126-CMT Date: <br />4/28/2010 Ph.: (970) 249.6828 - FAX: (970) 249-0946 <br />CONSTRUCTION MATERIALS TESTING LABORATORY Technician: <br />G. Jones <br />DAILY CO MPACTION REPORT <br /> LOCATION TEST TYPE MAX DRY OPTIMUM DRY MOISTURE PERCENT Nor SOIL LAB SAMPLE <br />TEST <br />NUMBER GRADE ELEV <br />NUC <br />SAND DENSITY <br />(pcf) MOISTURE <br />CONT. (%) DENSITY <br />(pcf) CONTENT <br />(%) COMPACTION W THIN <br />SPEC TYPE NUMBER <br />359 <br />360 (PT#4505) N19396.81/E37709.55 <br />(PT#4506) N19307.53/E37588.57 6090.3 <br />6082.0 X <br />X 96.7 <br />99.8 11.2 <br />10.6 98.4 <br />97.5 15.6 <br />10.6 101.7 <br />97.6 gob <br />gob 330A & 335 r/c 015% <br />330A & 335 r/c @201/o <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />MOISTURE J DENSITY SPECIFICATIONS OBSERVATION / TESTING FIELD OBSERVATIONS <br />ecified <br />S Date: Compaction Equipment Used: <br />p <br />Compaction 90%+ Cohesive Soils <br />Requirement: Cohesionless Soils Full Time: Day: <br />Ef M T W <br />X Th F 5 <br />Sheepsfoot: I <br /> Part Time: F 7X Weather: Sun Clear Overcast Rain Snow CAT 815 <br />ifi <br />d <br />S x X Smooth Drum Roller: <br />pec <br />e <br />Moisture Cohesive Soils <br />Requirement: N/A Cohesionless Soils Number of Ste 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 Other (List Below): <br />Laboratory Testing ASTM Cohesive Soils <br />Procedure: D- 698 <br />Cohesionless Soils B. Bear/ Bowie Resources Humidity: Dry <br /> <br />X Mod Humid <br />DENSITY / 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 />B. Bear & Tracy Matekovic / Bowie Resources <br />• <br />Buckhorn 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 />Equipment Malfunction: <br />Processing Frozen Material: =Processing wet Material: <br /> <br />Stripping and/or Grubbing: Moisture Condrtioninc cry Mao: Field Copies Given To., <br /> <br />Contractor: <br />Client: on this date. <br /> <br />Unknown: <br />Stockpiling Fill: Q Removing Unsuitable Mat'l: CM/GM: <br />Other: PAGE 1 OF 1 <br />05-126-CMT Bowie Mine No. 2 Gob Pile Stability.xis DCR4-28-10gj#359
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