Share:

Q ST/FAU 5026 over I80

Map

Coordinates:
+41.20532, -96.09421
41°12'19" N, 96°05'39" 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:18.0 ft. [5.5 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 2016

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]
Operating rating:86.8 tons [78.9 metric tons]
Inventory rating:51.9 tons [47.2 metric tons]
Sufficiency rating:85.0

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201685.0FairSatisfactoryVery GoodGood-22140
February 201485.0GoodGoodVery GoodGood-22140
January 201496.9GoodGoodVery GoodGood-22140
January 201296.5GoodGoodVery GoodGood-24600
January 201096.6GoodVery GoodExcellentVery Good-24450
March 200896.6GoodVery GoodExcellentVery Good-24450
February 200695.8GoodVery GoodExcellentVery Good-30000
September 200495.7GoodExcellentExcellentExcellent-30500
February 200295.5GoodExcellentExcellentExcellent-32000
July 200095.8GoodExcellentExcellentExcellent-30000
October 199895.8GoodExcellentExcellentExcellent-30000
August 199696.7GoodExcellentExcellentExcellent-23400
August 199496.9GoodExcellentExcellentExcellent-20600
April 199396.9GoodExcellentExcellentExcellent-20600
August 199276.4GoodVery GoodVery GoodGoodFO23800
September 199076.4GoodVery GoodVery GoodVery Good-23800

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Steel Girder/Beamlinear ft.792792000
Steel Protective Coatingsq. ft.3,5753,575000
Deck
Reinforced Concrete Decksq. ft.2,4812,4443610
Substructure
Reinforced Concrete Pier Walllinear ft.1515000
Reinforced Concrete Abutmentlinear ft.4949000
Reinforced Concrete Pier Caplinear ft.2323000
Bearings
Pot Bearingeach88000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.199001990