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US 278 S-12 LM 5.7 over EAGLE CREEK

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 278 S-12 LM 5.7 over EAGLE CREEK
Structure number:0000000000A0541
Location:2.75 MI EAST OF BANKS
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:24.9 ft. [7.6 m]
Total length:274.9 ft. [83.8 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:29.5 ft. [9.0 m]
Owner:State Highway Agency [01]
Year built:1954
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:11
Main spans material:Concrete [1]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: June 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,400 [as of 2014]
Truck traffic:1% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Fair [5 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:Better than present minimum criteria [7]
Roadway alignment appraisal:Better than present minimum criteria [7]
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]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Countermeasures have been installed to mitigate an existing problem with scour. [7]
Sufficiency rating:63.2

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2018FairGoodSatisfactoryFair140063.2
June 2016FairGoodSatisfactorySatisfactory150074.4
June 2014FairGoodSatisfactorySatisfactory150074.4
June 2012FairGoodSatisfactorySatisfactory160074.3
May 2010FairGoodSatisfactorySatisfactory160074.3
May 2008FairGoodSatisfactorySatisfactory160074.3
May 2006FairGoodSatisfactorySatisfactory160074.3
May 2004FairSatisfactorySatisfactorySatisfactory160068.1
May 2002FairSatisfactorySatisfactorySatisfactory170067.6
May 2000FairSatisfactorySatisfactorySatisfactory180067.5
May 1998FairSatisfactorySatisfactorySatisfactory180065.5
May 1996FairSatisfactorySatisfactorySatisfactory185065.4
May 1994FairSatisfactorySatisfactorySatisfactory185065.4
April 1992FairSatisfactorySatisfactorySatisfactory185075.9
June 1990FairSatisfactorySatisfactorySatisfactory197175.8

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Reinforced Concrete Pileeach4040000
Reinforced Concrete Pier Caplinear ft.3603382200
Joints
Pourable Jointlinear ft.259000259
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.550550000
Deck
Reinforced Concrete Slabsq. ft.8,1407,79334700
Wearing Surfacessq. ft.7,1237,123000