+37.67705, -97.35294
37°40'37" N, 97°21'11" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:US54/US400 HWY EB over SENECA AVE
Structure number:999905400873851
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:82.0 ft. [25.0 m]
Total length:192.6 ft. [58.7 m]
Roadway width between curbs:54.1 ft. [16.5 m]
Deck width edge-to-edge:56.8 ft. [17.3 m]
Vertical clearance below bridge:15.4 ft. [4.7 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1993
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Number of main spans:3
Main spans material:Prestressed concrete continuous [6]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Not applicable [N]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: August 2014 

Status:Open, no restriction [A]
Average daily traffic:46,250 [as of 2014]
Truck traffic:4% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Equal to present minimum criteria [6]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:72.8 tons [66.2 metric tons]
Inventory rating:43.9 tons [39.9 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:91.5
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$359,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201491.5Functionally obsoleteSatisfactoryVery GoodVery Good46250
August 201291.7Functionally obsoleteSatisfactoryVery GoodVery Good44050
September 201091.7Functionally obsoleteSatisfactoryVery GoodVery Good43600
September 200891.3Functionally obsoleteGoodVery GoodVery Good47800
August 200691.5Functionally obsoleteGoodVery GoodVery Good46150
August 200491.5Functionally obsoleteGoodVery GoodVery Good46200
August 200291.9Functionally obsoleteGoodVery GoodVery Good41750
April 200090.4Not deficientGoodVery GoodVery Good56595
August 199890.4Not deficientGoodVery GoodVery Good56595
May 199690.8Not deficientVery GoodVery GoodVery Good32715
August 199492.1Not deficientVery GoodVery GoodVery Good24330
July 199392.0Not deficientVery GoodVery GoodVery Good25865