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I235 SB TO US54 WB over WICHITA FL CONTR CANAL

Map 

Coordinates:
+37.67322, -97.40439
37°40'24" N, 97°24'16" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:I235 SB TO US54 WB over WICHITA FL CONTR CANAL
Structure number:999923500870891
Location:0.01 MI N US54, WL
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:94.2 ft. [28.7 m]
Total length:521.7 ft. [159.0 m]
Roadway width between curbs:20.0 ft. [6.1 m]
Deck width edge-to-edge:24.9 ft. [7.6 m]
Owner:State Highway Agency [01]
Year built:1960
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:6
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: August 2016 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:24,150 [as of 2009]
Truck traffic:10% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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]
Operating rating:53.2 tons [48.4 metric tons]
Inventory rating:31.9 tons [29.0 metric tons]
Sufficiency rating:67.2
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$360,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201667.2FairSatisfactoryFairGoodFO24150
November 201569.5FairSatisfactoryFairGoodFO24150
August 201469.5FairSatisfactoryFairGoodFO24150
July 201369.5FairSatisfactoryFairGoodFO24150
August 201269.5FairSatisfactoryFairGoodFO24150
October 201169.5FairSatisfactoryFairGoodFO24150
September 201068.4FairFairFairGoodFO24150
August 200969.5FairSatisfactoryFairGoodFO24150
August 200869.6FairSatisfactoryFairGoodFO23700
August 200769.3FairGoodFairGoodFO24600
September 200666.7FairSatisfactoryFairSatisfactoryFO24130
August 200566.6FairGoodFairGoodFO24520
December 200466.2FairGoodFairGoodFO25520
August 200370.8FairGoodFairGoodFO3295
August 200268.7FairGoodFairGoodFO3295
April 200168.7FairGoodFairGoodFO3295
May 200068.7FairGoodFairVery GoodFO3295
May 199868.7FairGoodFairVery GoodFO3295
July 199765.0FairGoodFairVery GoodFO3295
April 199672.5FairGoodFairVery GoodFO3295
January 199572.5FairGoodFairVery GoodFO3295
July 199472.5FairGoodFairVery GoodFO3295
January 199384.7GoodGoodGoodVery GoodFO3295
February 199284.7GoodGoodGoodVery GoodFO3295
February 199188.4GoodGoodGoodVery GoodFO3295