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US54/US400 HWY NL over SENECA AVE

Map 

Coordinates:
+37.67688, -97.35294
37°40'37" N, 97°21'11" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:US54/US400 HWY NL over SENECA AVE
Structure number:999905400873841
Location:JCT SENECA AVE/US54, WB
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:16.4 ft. [5.0 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:Low slump Concrete [4]

Latest Available Inspection: August 2014 

Status:Open, no restriction [A]
Average daily traffic:51,000 [as of 2014]
Truck traffic:4% of total traffic
Deck condition:Good [7 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:91.0
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$359,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201491.0Functionally obsoleteGoodVery GoodVery Good51000
August 201291.6Functionally obsoleteGoodVery GoodVery Good45150
September 201091.6Functionally obsoleteVery GoodVery GoodVery Good44700
July 200991.3Functionally obsoleteVery GoodVery GoodVery Good47800
September 200890.4Functionally obsoleteFairVery GoodVery Good46250
August 200691.1Functionally obsoleteGoodVery GoodVery Good50000
August 200491.1Functionally obsoleteGoodVery GoodVery Good49850
August 200291.4Functionally obsoleteGoodVery GoodVery Good46400
April 200091.3Not deficientGoodVery GoodVery Good47525
August 199891.3Not deficientGoodVery GoodVery Good47525
May 199690.1Not deficientGoodVery GoodVery Good40075
August 199492.1Not deficientGoodVery GoodVery Good24180
July 199391.9Not deficientVery GoodVery GoodVery Good26870