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US54/US400 HWY WB over WHITEWATER RIVER

Butler County, Kansas

Map

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

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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

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
October 2018	Fair	Satisfactory	Satisfactory	Good	7350	74.8
September 2016	Fair	Satisfactory	Satisfactory	Good	8150	72.9
October 2014	Fair	Satisfactory	Satisfactory	Good	8000	72.9
October 2012	Fair	Satisfactory	Satisfactory	Good	8350	72.8
October 2010	Fair	Satisfactory	Satisfactory	Good	8250	72.9
February 2009	Fair	Satisfactory	Satisfactory	Good	9000	72.8
September 2008	Fair	Satisfactory	Satisfactory	Good	8700	72.8
October 2006	Fair	Satisfactory	Satisfactory	Good	7450	70.2
August 2004	Fair	Satisfactory	Satisfactory	Good	8550	70.0
September 2002	Fair	Satisfactory	Satisfactory	Good	9000	72.5
October 2000	Fair	Good	Satisfactory	Good	8965	72.5
August 1998	Good	Good	Very Good	Good	8965	72.5
September 1996	Good	Good	Very Good	Good	7365	71.9
November 1994	Good	Good	Very Good	Good	6975	71.0
July 1992	Good	Good	Very Good	Good	6565	75.2
October 1990	Good	Good	Very Good	Very Good	6580	69.5

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Superstructure
Steel Girder/Beam	linear ft.	2,448	2,248	200	0	0
Steel Protective Coating	sq. ft.	10,753	8,387	2,151	0	215
Deck
Reinforced Concrete Deck	sq. ft.	17,136	15,251	1,714	171	0
Wearing Surfaces	sq. ft.	17,136	15,937	1,028	171	0
Substructure
Reinforced Concrete Column	each	8	8	0	0	0
Reinforced Concrete Abutment	linear ft.	59	57	2	0	0
Reinforced Concrete Pier Cap	linear ft.	112	111	1	0	0
Joints
Strip Seal Joint	linear ft.	56	50	6	0	0
Bearings
Movable Bearing	each	16	8	8	0	0
Fixed Bearing	each	8	8	0	0	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	1,224	1,224	0	0	0

© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
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