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2010-10-07_REPORT - C1996083
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2010-10-07_REPORT - C1996083
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Entry Properties
Last modified
8/24/2016 4:24:50 PM
Creation date
10/7/2010 12:59:24 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1996083
IBM Index Class Name
Report
Doc Date
10/7/2010
Doc Name
3rd Quarter 2010 Wastebank Inspection Report
From
J.E. Stover & Associates
To
DRMS
Permit Index Doc Type
Waste Pile/Fill Report
Email Name
JJD
SB1
Media Type
D
Archive
No
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Project: <br />GEOTECH? Client / On Site Rep: <br />Bowie Resources / Basil Bear <br />Bowie Mine Gob Pile Stability Civil, Structural & Geo#echnical Engineers <br />222 South Park Ave. • Montrose, CO 81401 Contractor / Rep: <br />Bowie Resources / Tracy M. <br />Project No: <br />2005126-CMT Date. <br />7/13/2010 Ph.: (970) 249-6828 • FAX: (970) 249-0945 <br />CONSTRUCTION MATERIALS TESTING LABORATORY Technician: <br />G. Jones <br />DAILY COMPACTIO N REPORT <br /> LOCATION TEST TYPE MAX DRY OPTIMUM DRY MOISTURE PERCENT NOT SOIL LAB SAMPLE <br />TEST <br />NUMBER GRADE ELEV <br />NUC <br />SAND DENSITY <br /> <br />(pcf) MOISTURE <br /> <br />CONT. (%) DENSITY <br /> <br />(pcf) CONTENT <br /> <br />(°!o) COMPACTION wIfHIN <br /> <br />SPEC TYPE NUMBER <br />395 (PT#4542 N19314.41/E37431.37 6085.2 X 104.0 9.8 97.7 11.1 93.9 Gob 330A & 335 r/c @ 280/ <br />396 (PT#4543) N 19328.84/E37925,31 6063.6 X 100.0 9.8 97.2 10.7 97.2 Gob 331a & 334 r/c @ 10% <br />397 (P #4544) N19282.27/E38037.03 6060.6 X 98.3 10.1 91.8 10.1 93.4 Gob 339 & 340 r/c @ 16% <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />MOISTURE / DENSITY SPECIFICATIONS OBSE RVATION / TESTING FIELD OBSERVATIONS <br />Specified Date: 7/ 13/20 10 Compaction Equipment Used: <br />Compaction 90070 + Cohesive Soils <br />Requirement: Cohesionless Soils Full Time: Day: 5 M T <br />X W Th F S <br />Sheepsfoot: <br /> Part Time: A Weather: Sun Clear Overcast Rain Snow CAT 815 <br />Specified x X Smooth Drum Roller: <br />Moisture N/A Cohesive Soils <br />Requirement: Cohesionless Soils Number of Site Visits/Day: ?I Temp: To 32 32-50 50-70 70-85 <br />X 85 Up <br />Vibratory: <br /> Testing Only: 0 Wind: Still Mod High <br /> Requested By (Company Name): X Other (List Below): <br />ASTM Laboratory Testing <br />Procedure: D-69 b98 Cohesive Soils <br />Cohesionless Soils <br />Tracy Matekovic <br />Humidity: <br />Dry <br />X <br />Mod <br />Humid <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 />Tracy M. <br />Bu was not informed prior <br />Contractor Not Working Due To: The Contractor Is: to o our arrival on site that the <br />contractor would not be workin <br /> <br /> <br />Inclement Weather: <br /> <br />Equipment Malfunction: <br /> <br />Processing Frozen Material Processing Wet Material: <br /> <br />stripping and/or Grubbing: Moisture Conditioning Dry Mat'l: <br />Field Copies Given To: <br /> <br />Contractor: <br />Client: g <br />on this date. <br /> <br />Unknown: <br />Stockpiling Fill: Removing Unsuitable Matz: CM/GM: <br />Other; PAGE 1 OF 1 <br />05-126-CMT Bowie Mine No. 2 Gob Pile Stability CC-Sl 7.19.10.xis DCR7-13-10gj#395
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