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WB-US6/DODGE ST over I480/US75

Map

Coordinates:
+41.25976, -95.95375
41°15'35" N, 95°57'13" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:WB-US6/DODGE ST over I480/US75
Structure number:S480 00231
Location:IN OMAHA
Purpose:Carries highway overpass over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:235.9 ft. [71.9 m]
Total length:476.1 ft. [145.1 m]
Roadway width between curbs:51.8 ft. [15.8 m]
Deck width edge-to-edge:71.9 ft. [21.9 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1964
Year reconstructed:1998
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:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: March 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:8,048 [as of 2012]
Truck traffic:2% of total traffic
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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
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:55.5
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2017GoodVery GoodVery GoodVery Good804855.5
March 2015GoodVery GoodExcellentExcellent804855.5
March 2013GoodVery GoodExcellentExcellent804864.1
February 2011GoodVery GoodExcellentExcellent1040863.4
March 2009GoodExcellentExcellentExcellent408566.4
March 2007GoodExcellentExcellentExcellent728380.1
March 2005GoodExcellentExcellentExcellent860080.0
June 2003GoodExcellentExcellentExcellent872580.0
March 2001GoodExcellentExcellentVery Good1162579.6
August 1999GoodExcellentExcellentVery Good884379.9
July 1997PoorSeriousFairGood1895559.0
July 1995PoorSeriousFairGood1306558.3
July 1993PoorSeriousFairGood1445058.2
December 1991FairSatisfactoryFairGood1859562.8

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.3,7843,784000
Steel Protective Coatingsq. ft.43,13843,138000
Deck
Reinforced Concrete Decksq. ft.32,84430,8791711,7940
Substructure
Reinforced Concrete Pier Walllinear ft.3535000
Reinforced Concrete Abutmentlinear ft.142142000
Reinforced Concrete Pier Caplinear ft.7070000
Bearings
Elastomeric Bearingeach2424000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.94447247200