US 278 S-12 LM 5.7 over EAGLE CREEK


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.
Reinforced Concrete Pileeach4040000
Reinforced Concrete Pier Caplinear ft.3603382200
Pourable Jointlinear ft.259000259
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.550550000
Reinforced Concrete Slabsq. ft.8,1407,79334700
Wearing Surfacessq. ft.7,1237,123000