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


+41.21142, -95.92745
41°12'41" N, 95°55'39" W


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 below bridge:9.8 ft. [3.0 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:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: March 2015

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:9,265 [as of 2011]
Truck traffic:3% 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]
Operating rating:59.8 tons [54.4 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:71.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201571.0GoodGoodGoodGood-9265
September 201371.0GoodVery GoodGoodGood-9265
March 201380.1GoodGoodGoodGood-9265
September 201087.2GoodVery GoodExcellentVery Good-6945
September 20082.0PoorPoorPoorPoorSD7690
October 20072.0PoorPoorPoorPoorSD6550
July 20062.0PoorPoorPoorPoorSD6550
December 200542.2FairFairSatisfactorySatisfactoryFO8575
July 200142.2FairFairSatisfactorySatisfactoryFO8800
July 200042.2FairFairSatisfactorySatisfactoryFO10600
June 199842.2FairFairSatisfactorySatisfactory-10600
May 199754.6FairFairSatisfactorySatisfactory-7750
August 199553.8FairSatisfactorySatisfactorySatisfactory-7750
July 199364.3FairSatisfactorySatisfactorySatisfactory-6660
July 199260.2GoodVery GoodVery GoodVery Good-5635
July 199157.2FairSatisfactorySatisfactorySatisfactory-5635

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Prestressed Concrete Girder/Beamlinear ft.9,7509,16558500
Steel Stringerlinear ft.1,7141,714000
Steel Protective Coatingsq. ft.3,5313,531000
Reinforced Concrete Decksq. ft.36,87317,71119,16200
Steel Trusslinear ft.380374600
Steel Protective Coatingsq. ft.6,2706,262800
Steel Floor Beamlinear ft.352352000
Steel Protective Coatingsq. ft.2,7682,768000
Steel Gusset Plateeach4848000
Reinforced Concrete Columneach9393000
Reinforced Concrete Pier Walllinear ft.5050000
Reinforced Concrete Abutmentlinear ft.6463100
Reinforced Concrete Pile Cap/Footinglinear ft.3833500
Reinforced Concrete Pier Caplinear ft.630630000
Elastomeric Bearingeach297297000
Movable Bearingeach107107000
Fixed Bearingeach22000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.2,6202,620000