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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 />::::::::::::::::::::::::......:: <br />: <br />: <br />Client On Site Pep: <br />Bowie Resources / B. Bear <br /> <br />Bowie Mine Gob Pile Stability . <br />_ <br />. <br />.................................. <br />-. - <br />Civil, ---^Structural & Geotechnical-Engineers <br />CO 814DI <br />222 South Park Ave. • Montrose <br /> <br />Contractor / Rep: <br /> <br />Load Out Services / Ty Hyatt <br />Project No: <br />2005126-CMT Date: <br />2/25/09 , <br />Ph.: (97D) 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 />TES <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 W]THIN <br />SPEC TYPE NUMBER <br />243A <br />245 (PT#4379) N19477.29/E37555.43 <br />(PT#4380) N19448.22/E37356.31 6107.2 <br />6106.8 X <br />X 110.3 <br />109.8 10.5 <br />10.8 100.4 <br />99.8 17.5 <br />14.7 91.0 <br />90.9 gob <br />gob #244 r/c @ 16% <br />#244 r/c @ 15% <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />MOISTURE / DENSITY SPECIFICATIONS OBSERVATION / TESTING FIELD OBSERVATIONS <br />d <br />ifi <br />S Date: Compaction Equipment Used: <br />e <br />pec <br />Compaction 90% + Cohesive Soils X <br />Requirement: Cohesionless Soils Full Time: Day: <br />5 M T W <br />X Th F S <br />ISheepsfbot- <br /> Part Time: Weather: Sun Clear Overcast Rain Snow <br /> x X Smooth Drum Roller: <br />Specified <br />Moisture N/A Cohesive Soils X <br />Requirement: Cohesionless Soils Number of Site Visits/Day: Temp: To 32 32-50 <br />X 50-70 70-85 85 Up <br />Vibratory: <br /> Testing Only: I 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 />X Mod Humid Haul Traffic <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 />Ty Hyatt /Load Out Services <br />Bu was not informed prior <br />to o our our arrival on site that the <br />ctor Not Working Due To: <br />C <br />t The Contractor Is: contractor would not be working <br />on <br />ra <br />Inclement Weather: <br />Processing Frozen Material: Processing Wet Material: <br /> <br />: Moisture Cond@toning Dry Mari: <br />r Grubbin <br />d/ <br />i <br />i Field Copies Given To: <br /> <br />Contractor: <br />Client: on this date. <br />Equipment Malfunction: <br />Unknown: g <br />ng an <br />o <br />pp <br />Str <br />Stockpiling Fill: =Removing Unsuitable Matt: CM/GM: <br />Other: PAGE 1 OF 1 <br />05-126-CMT Bowie Mine Gob Pile Stability-As DCR2-25-09)s#243-aa
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