EB-I80 over 50TH ST/FAU 5053


+41.22250, -95.99026
41°13'21" N, 95°59'25" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:EB-I80 over 50TH ST/FAU 5053
Structure number:S080 45103R
Location:IN OMAHA
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:62.0 ft. [18.9 m]
Total length:184.1 ft. [56.1 m]
Roadway width between curbs:84.6 ft. [25.8 m]
Deck width edge-to-edge:87.3 ft. [26.6 m]
Vertical clearance below bridge:19.7 ft. [6.0 m]
Owner:State Highway Agency [01]
Year built:1962
Year reconstructed:1996
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:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: February 2016 

Status:Open, no restriction [A]
Average daily traffic:85,830 [as of 2012]
Truck traffic:7% 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 desirable criteria [8]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge not over waterway. [N]
Operating rating:93.8 tons [85.3 metric tons]
Inventory rating:55.9 tons [50.8 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:81.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
February 201681.0Functionally obsoleteSatisfactoryVery GoodVery Good85830
February 201481.0Functionally obsoleteGoodVery GoodVery Good85830
February 201286.0Functionally obsoleteGoodVery GoodVery Good80970
March 201086.0Functionally obsoleteVery GoodExcellentVery Good80970
March 200886.2Functionally obsoleteVery GoodExcellentVery Good79685
March 200685.4Functionally obsoleteVery GoodExcellentVery Good87958
August 200486.2Not deficientExcellentExcellentVery Good79425
March 200286.2Not deficientExcellentExcellentVery Good79035
September 200087.0Not deficientExcellentExcellentVery Good71600
September 199887.3Not deficientExcellentExcellentVery Good68450
November 199688.1Not deficientExcellentExcellentVery Good60425
September 199493.3Not deficientGoodVery GoodGood62450
September 199293.7Not deficientGoodVery GoodGood57350
October 199093.8Not deficientGoodVery GoodGood56215