Share:

20TH ST/FAU 5089 over I80

Map

Coordinates:
+41.22634, -95.94222
41°13'35" N, 95°56'32" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:20TH ST/FAU 5089 over I80
Structure number:S080 45361
Location:IN OMAHA
Purpose:Carries highway over highway
Route classification:Collector (Urban) [17]
Length of largest span:154.9 ft. [47.2 m]
Total length:274.0 ft. [83.5 m]
Roadway width between curbs:30.5 ft. [9.3 m]
Deck width edge-to-edge:44.9 ft. [13.7 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Skew angle:14°
Owner:State Highway Agency [01]
Year built:1989
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
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:Good
Status:Open, no restriction [A]
Average daily traffic:2,430 [as of 2010]
Deck condition:Very Good [8 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:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:84.9
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2018GoodVery GoodVery GoodVery Good243084.9
February 2016GoodVery GoodVery GoodVery Good243085.4
February 2014GoodVery GoodVery GoodVery Good243085.4
January 2012GoodVery GoodVery GoodVery Good270087.2
March 2010GoodVery GoodExcellentVery Good270087.2
March 2008GoodVery GoodExcellentVery Good330079.6
March 2006GoodVery GoodExcellentExcellent330079.3
September 2004GoodExcellentExcellentExcellent310079.4
March 2002GoodExcellentExcellentExcellent300079.4
July 2000GoodExcellentExcellentExcellent390079.3
August 1998GoodExcellentExcellentExcellent390079.3
August 1996GoodExcellentExcellentExcellent360081.3
September 1994GoodExcellentExcellentExcellent430081.3
September 1992GoodExcellentExcellentExcellent360081.4
December 1991GoodExcellentExcellentExcellent360082.4

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.1,0911,091000
Steel Protective Coatingsq. ft.14,18614,186000
Deck
Reinforced Concrete Decksq. ft.12,08911,93915000
Substructure
Reinforced Concrete Pier Walllinear ft.2626000
Reinforced Concrete Abutmentlinear ft.9182900
Reinforced Concrete Pier Caplinear ft.4040000
Bearings
Pot Bearingeach44000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.544544000