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I235 HWY, SB over WICHITA FL CONTR CANAL

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 

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]
Evaluation:Structurally deficient [1]
Sufficiency rating:50.8
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$651,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201450.8Structurally deficientSatisfactoryPoorVery Good16300
September 201278.9Not deficientSatisfactorySatisfactoryVery Good18000
August 201078.8Not deficientSatisfactorySatisfactoryVery Good18800
August 200879.0Not deficientSatisfactorySatisfactoryVery Good17350
August 200678.4Not deficientSatisfactorySatisfactoryVery Good18550
August 200478.5Not deficientGoodSatisfactoryVery Good18050
August 200273.8Not deficientGoodSatisfactoryVery Good16100
March 200078.3Not deficientGoodGoodVery Good16565
August 199878.3Not deficientGoodGoodVery Good16565
May 199679.4Not deficientGoodGoodVery Good13390
July 199479.8Not deficientGoodGoodVery Good12945
February 199280.1Not deficientGoodGoodVery Good10110
May 199080.0Not deficientGoodGoodGood9565