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Q ST/FAU 5026 over I80

Map

Coordinates:
+41.20531, -96.09398
41°12'19" N, 96°05'38" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:Q ST/FAU 5026 over I80
Structure number:S080 44459
Location:IN OMAHA
Purpose:Carries highway overpass over highway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:164.1 ft. [50.0 m]
Total length:327.1 ft. [99.7 m]
Roadway width between curbs:66.9 ft. [20.4 m]
Deck width edge-to-edge:81.7 ft. [24.9 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1959
Year reconstructed: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:2
Main spans material:Steel continuous [4]
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 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:22,140 [as of 2010]
Truck traffic:4% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Superior to present desirable criteria [9]
Underclearances appraisal:Equal to present minimum criteria [6]
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:85.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2018FairSatisfactoryVery GoodGood2214085.0
February 2016FairSatisfactoryVery GoodGood2214085.0
February 2014GoodGoodVery GoodGood2214085.0
January 2014GoodGoodVery GoodGood2214096.9
January 2012GoodGoodVery GoodGood2460096.5
January 2010GoodVery GoodExcellentVery Good2445096.6
March 2008GoodVery GoodExcellentVery Good2445096.6
February 2006GoodVery GoodExcellentVery Good3000095.8
September 2004GoodExcellentExcellentExcellent3050095.7
February 2002GoodExcellentExcellentExcellent3200095.5
July 2000GoodExcellentExcellentExcellent3000095.8
October 1998GoodExcellentExcellentExcellent3000095.8
August 1996GoodExcellentExcellentExcellent2340096.7
August 1994GoodExcellentExcellentExcellent2060096.9
April 1993GoodExcellentExcellentExcellent2060096.9
August 1992GoodVery GoodVery GoodGood2380076.4
September 1990GoodVery GoodVery GoodVery Good2380076.4

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.2,6002,600000
Steel Protective Coatingsq. ft.38,48838,488000
Deck
Reinforced Concrete Decksq. ft.26,71626,314390120
Substructure
Reinforced Concrete Pier Walllinear ft.5252000
Reinforced Concrete Abutmentlinear ft.161161000
Reinforced Concrete Pier Caplinear ft.7878000
Bearings
Pot Bearingeach88000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.654006540