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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: November 2015 

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:61.2 tons [55.6 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:69.5
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$360,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201569.5Functionally obsoleteSatisfactoryFairGood24150
August 201469.5Functionally obsoleteSatisfactoryFairGood24150
July 201369.5Functionally obsoleteSatisfactoryFairGood24150
August 201269.5Functionally obsoleteSatisfactoryFairGood24150
October 201169.5Functionally obsoleteSatisfactoryFairGood24150
September 201068.4Functionally obsoleteFairFairGood24150
August 200969.5Functionally obsoleteSatisfactoryFairGood24150
August 200869.6Functionally obsoleteSatisfactoryFairGood23700
August 200769.3Functionally obsoleteGoodFairGood24600
September 200666.7Functionally obsoleteSatisfactoryFairSatisfactory24130
August 200566.6Functionally obsoleteGoodFairGood24520
December 200466.2Functionally obsoleteGoodFairGood25520
August 200370.8Functionally obsoleteGoodFairGood3295
August 200268.7Functionally obsoleteGoodFairGood3295
April 200168.7Functionally obsoleteGoodFairGood3295
May 200068.7Functionally obsoleteGoodFairVery Good3295
May 199868.7Functionally obsoleteGoodFairVery Good3295
July 199765.0Functionally obsoleteGoodFairVery Good3295
April 199672.5Functionally obsoleteGoodFairVery Good3295
January 199572.5Functionally obsoleteGoodFairVery Good3295
July 199472.5Functionally obsoleteGoodFairVery Good3295
January 199384.7Functionally obsoleteGoodGoodVery Good3295
February 199284.7Functionally obsoleteGoodGoodVery Good3295
February 199188.4Functionally obsoleteGoodGoodVery Good3295