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US275/N92 over BNSF/ST/MO R 074-670-W

Map

Coordinates:
+41.21107, -95.92628
41°12'40" N, 95°55'35" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US275/N92 over BNSF/ST/MO R 074-670-W
Structure number:S275 19041
Location:ECL OMAHA
Purpose:Carries highway and pedestrian walkway over highway, waterway, and railroad
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:624.0 ft. [190.2 m]
Total length:4300.1 ft. [1310.6 m]
Roadway width between curbs:74.2 ft. [22.6 m]
Deck width edge-to-edge:87.9 ft. [26.8 m]
Vertical clearance above deck:22.3 ft. [6.8 m]
Vertical clearance below bridge:400.3 ft. [122.0 m]
Owner:State Highway Agency [01]
Year built:2010
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Steel [3]
Main span design:Truss - Thru [10]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Epoxy Overlay [5]

Latest Available Inspection: March 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:8,435 [as of 2017]
Truck traffic:5% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 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:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:71.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2018GoodGoodGoodGood843571.0
March 2015GoodGoodGoodGood926571.0
September 2013GoodVery GoodGoodGood926571.0
March 2013GoodGoodGoodGood926580.1
September 2010GoodVery GoodExcellentVery Good694587.2
September 2008PoorPoorPoorPoor76902.0
October 2007PoorPoorPoorPoor65502.0
July 2006PoorPoorPoorPoor65502.0
December 2005FairFairSatisfactorySatisfactory857542.2
July 2001FairFairSatisfactorySatisfactory880042.2
July 2000FairFairSatisfactorySatisfactory1060042.2
June 1998FairFairSatisfactorySatisfactory1060042.2
May 1997FairFairSatisfactorySatisfactory775054.6
August 1995FairSatisfactorySatisfactorySatisfactory775053.8
July 1993FairSatisfactorySatisfactorySatisfactory666064.3
July 1992GoodVery GoodVery GoodVery Good563560.2
July 1991FairSatisfactorySatisfactorySatisfactory563557.2

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.31,99230,0701,92200
Steel Stringerlinear ft.5,6255,625000
Steel Protective Coatingsq. ft.38,00838,008000
Deck
Reinforced Concrete Decksq. ft.396,916190,648206,26800
Superstructure
Steel Trusslinear ft.1,2501,2282200
Steel Protective Coatingsq. ft.67,49967,4128700
Steel Floor Beamlinear ft.1,1571,157000
Steel Protective Coatingsq. ft.29,80229,802000
Steel Gusset Plateeach4848000
Substructure
Reinforced Concrete Columneach9393000
Reinforced Concrete Pier Walllinear ft.168166200
Reinforced Concrete Abutmentlinear ft.211207400
Reinforced Concrete Pile Cap/Footinglinear ft.1241081600
Reinforced Concrete Pier Caplinear ft.2,0672,067000
Bearings
Elastomeric Bearingeach297297000
Movable Bearingeach107107000
Fixed Bearingeach22000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.8,5988,598000