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US54/US400 HWY WB over WHITEWATER RIVER

Map

Coordinates:
+37.67944, -96.99500
37°40'46" N, 96°59'42" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US54/US400 HWY WB over WHITEWATER RIVER
Structure number:999905400080051
Location:8.65 MI E SEDGWICK CL
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:132.9 ft. [40.5 m]
Total length:611.9 ft. [186.5 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:29.9 ft. [9.1 m]
Owner:State Highway Agency [01]
Year built:1955
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:5
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Epoxy Overlay [5]

Latest Available Inspection: October 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:7,350 [as of 2017]
Truck traffic:12% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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 is scour critical; bridge foundations determined to be unstable. [3]
Sufficiency rating:74.8
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$591,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2018FairSatisfactorySatisfactoryGood735074.8
September 2016FairSatisfactorySatisfactoryGood815072.9
October 2014FairSatisfactorySatisfactoryGood800072.9
October 2012FairSatisfactorySatisfactoryGood835072.8
October 2010FairSatisfactorySatisfactoryGood825072.9
February 2009FairSatisfactorySatisfactoryGood900072.8
September 2008FairSatisfactorySatisfactoryGood870072.8
October 2006FairSatisfactorySatisfactoryGood745070.2
August 2004FairSatisfactorySatisfactoryGood855070.0
September 2002FairSatisfactorySatisfactoryGood900072.5
October 2000FairGoodSatisfactoryGood896572.5
August 1998GoodGoodVery GoodGood896572.5
September 1996GoodGoodVery GoodGood736571.9
November 1994GoodGoodVery GoodGood697571.0
July 1992GoodGoodVery GoodGood656575.2
October 1990GoodGoodVery GoodVery Good658069.5

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.2,4482,24820000
Steel Protective Coatingsq. ft.10,7538,3872,1510215
Deck
Reinforced Concrete Decksq. ft.17,13615,2511,7141710
Wearing Surfacessq. ft.17,13615,9371,0281710
Substructure
Reinforced Concrete Columneach88000
Reinforced Concrete Abutmentlinear ft.5957200
Reinforced Concrete Pier Caplinear ft.112111100
Joints
Strip Seal Jointlinear ft.5650600
Bearings
Movable Bearingeach168800
Fixed Bearingeach88000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.1,2241,224000