US54/US400 HWY WB over WHITEWATER RIVER
Map
Coordinates:
+37.67944, -96.9950037°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
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 |