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WHOOPING CREEK CHU over WHOOPING CREEK

Map

Coordinates:
+33.51311, -85.05332
33°30'47" N, 85°03'12" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:WHOOPING CREEK CHU over WHOOPING CREEK
Structure number:000000004551080
Location:4.8 MI S OF CARROLLTON
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:37.1 ft. [11.3 m]
Total length:37.1 ft. [11.3 m]
Roadway width between curbs:25.3 ft. [7.7 m]
Deck width edge-to-edge:25.9 ft. [7.9 m]
Owner:County Highway Agency [02]
Year built:1965
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: August 2018

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:600 [as of 2011]
Truck traffic:1% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge with "unknown" foundation that has not been evaluated for scour. [U]
Sufficiency rating:70.1
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$217,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2018FairSatisfactorySatisfactorySatisfactory60070.1
July 2016FairSatisfactorySatisfactoryFair60060.0
July 2014FairSatisfactorySatisfactoryFair60060.0
July 2012FairSatisfactorySatisfactoryFair60060.0
August 2010FairSatisfactorySatisfactoryFair62060.0
September 2008FairSatisfactorySatisfactorySatisfactory62070.1
July 2006FairSatisfactorySatisfactorySatisfactory63063.8
August 2004FairSatisfactorySatisfactorySatisfactory74063.8
August 2002FairSatisfactorySatisfactorySatisfactory74063.8
July 2000FairSatisfactorySatisfactorySatisfactory48070.1
August 1998FairSatisfactorySatisfactorySatisfactory47070.1
September 1996FairSatisfactorySatisfactorySatisfactory42070.1
September 1994FairSatisfactorySatisfactorySatisfactory40072.2
August 1992FairSatisfactorySatisfactorySatisfactory40072.2
February 1991FairSatisfactorySatisfactorySatisfactory39072.2

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.2591946500
Steel Protective Coatingsq. ft.1,605001,204401
Deck
Reinforced Concrete Decksq. ft.958958000
Wearing Surfacessq. ft.9589184000
Substructure
Reinforced Concrete Abutmentlinear ft.5250200
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.7474000