10TH ST/FAU 5103 over I80/EB AND WB RAMPS


+41.23002, -95.92948
41°13'48" N, 95°55'46" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:10TH ST/FAU 5103 over I80/EB AND WB RAMPS
Structure number:S080 45433
Location:IN OMAHA
Purpose:Carries highway over highway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:147.0 ft. [44.8 m]
Total length:285.1 ft. [86.9 m]
Roadway width between curbs:49.9 ft. [15.2 m]
Deck width edge-to-edge:61.4 ft. [18.7 m]
Vertical clearance below bridge:16.7 ft. [5.1 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1995
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
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: March 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:2,610 [as of 2010]
Deck condition:Good [7 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:Basically intolerable requiring high priority of corrrective action [3]
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:95.8 tons [87.1 metric tons]
Inventory rating:56.9 tons [51.7 metric tons]
Sufficiency rating:79.8

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201679.8GoodGoodVery GoodVery GoodFO2610
February 201479.8GoodVery GoodVery GoodVery GoodFO2610
January 201281.9GoodVery GoodVery GoodVery GoodFO2900
March 201081.9GoodVery GoodVery GoodVery GoodFO2900
March 200881.9GoodVery GoodVery GoodVery GoodFO3000
March 200681.9GoodExcellentExcellentExcellentFO3100
September 200481.8GoodExcellentExcellentExcellentFO3700
April 200281.9GoodExcellentExcellentExcellent-3300
July 200081.8GoodExcellentExcellentExcellent-4200
August 199881.8GoodExcellentExcellentExcellent-4200
August 199681.8GoodExcellentExcellentExcellent-4200
February 199584.5GoodExcellentExcellentExcellent-3730
October 199487.6PoorSeriousGoodSatisfactorySD3800
September 199287.6PoorSeriousGoodSatisfactorySD3800
August 199088.6PoorSeriousGoodGoodSD3800

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Steel Girder/Beamlinear ft.601601000
Steel Protective Coatingsq. ft.2,4932,493000
Reinforced Concrete Decksq. ft.1,6301,623700
Reinforced Concrete Pier Walllinear ft.99000
Reinforced Concrete Abutmentlinear ft.3838000
Reinforced Concrete Pier Caplinear ft.1717000
Pot Bearingeach77000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.178879100