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I235 HWY, SB over WICHITA FL CONTR CANAL

This bridge is no longer in the current National Bridge Inventory database, and has likely been demolished or abandoned.

Map 

Coordinates:
+37.75657, -97.34704
37°45'24" N, 97°20'49" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:I235 HWY, SB over WICHITA FL CONTR CANAL
Structure number:999923500870991
Location:0.69 MI NE 25TH ST, SB
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:60.0 ft. [18.3 m]
Total length:628.6 ft. [191.6 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:31.5 ft. [9.6 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:13
Main spans material:Concrete continuous [2]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: August 2014 

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:16,300 [as of 2014]
Truck traffic:11% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge is scour critical; bridge foundations determined to be unstable. [3]
Operating rating:64.4 tons [58.5 metric tons]
Inventory rating:38.6 tons [35.1 metric tons]
Sufficiency rating:50.8
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$651,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201450.8PoorSatisfactoryPoorVery GoodSD16300
September 201278.9FairSatisfactorySatisfactoryVery Good-18000
August 201078.8FairSatisfactorySatisfactoryVery Good-18800
August 200879.0FairSatisfactorySatisfactoryVery Good-17350
August 200678.4FairSatisfactorySatisfactoryVery Good-18550
August 200478.5FairGoodSatisfactoryVery Good-18050
August 200273.8FairGoodSatisfactoryVery Good-16100
March 200078.3GoodGoodGoodVery Good-16565
August 199878.3GoodGoodGoodVery Good-16565
May 199679.4GoodGoodGoodVery Good-13390
July 199479.8GoodGoodGoodVery Good-12945
February 199280.1GoodGoodGoodVery Good-10110
May 199080.0GoodGoodGoodGood-9565