I480 14TH ST EXIT over 16TH/15TH/FAU 5095


+41.26271, -95.93578
41°15'46" N, 95°56'09" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I480 14TH ST EXIT over 16TH/15TH/FAU 5095
Structure number:S480 00345C
Location:IN OMAHA
Purpose:Carries highway overpass over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:129.9 ft. [39.6 m]
Total length:595.2 ft. [181.4 m]
Roadway width between curbs:31.5 ft. [9.6 m]
Deck width edge-to-edge:35.1 ft. [10.7 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Owner:State Highway Agency [01]
Year built:1970
Year reconstructed:1999
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:5
Main spans material:Steel continuous [4]
Main spans design:Box Beam or girders - Single or Spread [06]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: August 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:10,000 [as of 2003]
Truck traffic:6% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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]
Sufficiency rating:69.2
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2016FairSatisfactoryGoodSatisfactory1000069.2
August 2014FairSatisfactoryGoodGood1000069.2
August 2012FairSatisfactoryVery GoodGood1000077.6
November 2011GoodVery GoodVery GoodGood1000077.6
November 2009GoodVery GoodVery GoodGood1000073.1
November 2007GoodVery GoodVery GoodGood1000074.7
March 2005GoodExcellentVery GoodGood1000074.7
June 2003GoodExcellentVery GoodGood1000074.7
March 2001GoodExcellentVery GoodGood1000074.7
July 1999FairExcellentFairSatisfactory1000077.8
January 1997FairSatisfactoryFairSatisfactory960064.5
October 1994FairSatisfactorySatisfactorySatisfactory960076.2
July 1992FairSatisfactoryFairSatisfactory960066.1
July 1990FairSatisfactorySatisfactoryVery Good960076.2

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
Steel Closed Web/Box Girderlinear ft.1,1891,1592730
Steel Protective Coatingsq. ft.83,30041,65041,65000
Reinforced Concrete Decksq. ft.20,32420,032212710
Reinforced Concrete Pier Walllinear ft.3512680
Reinforced Concrete Abutmentlinear ft.3532300
Reinforced Concrete Pier Caplinear ft.1401152230
Movable Bearingeach40400
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.1,19001,0081820