US54/US400 HWY EB over I135 HWY EL-WL & Canal


+37.67912, -97.31290
37°40'45" N, 97°18'46" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:US54/US400 HWY EB over I135 HWY EL-WL & Canal
Structure number:999905400872921
Location:JCT US54/I135
Purpose:Carries highway over highway and waterway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:120.1 ft. [36.6 m]
Total length:1039.4 ft. [316.8 m]
Roadway width between curbs:51.8 ft. [15.8 m]
Deck width edge-to-edge:54.5 ft. [16.6 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1976
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:13
Main spans material:Concrete continuous [2]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Epoxy Overlay [5]

Latest Available Inspection: August 2014 

Status:Open, no restriction [A]
Average daily traffic:55,500 [as of 2014]
Truck traffic:3% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Better than present minimum criteria [7]
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 foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:85.8 tons [78.0 metric tons]
Inventory rating:50.9 tons [46.3 metric tons]
Sufficiency rating:80.5
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$1,865,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201480.5Not deficientGoodGoodGood55500
September 201280.5Not deficientGoodGoodGood51500
August 201080.5Not deficientGoodGoodGood51000
December 200980.5Not deficientGoodGoodGood52000
September 200880.5Not deficientGoodGoodGood50500
August 200680.5Not deficientGoodGoodGood53000
August 200480.5Not deficientGoodGoodGood52000
August 200280.5Not deficientVery GoodGoodGood50500
April 200080.5Not deficientVery GoodGoodGood43720
August 199880.5Not deficientVery GoodGoodGood43720
May 199679.5Not deficientVery GoodVery GoodVery Good40075
October 199597.0Not deficientVery GoodVery GoodVery Good27485
August 199497.0Not deficientSatisfactoryVery GoodVery Good26505
March 199298.0Not deficientGoodVery GoodVery Good30230
May 199098.0Not deficientGoodVery GoodVery Good26355