WB-US6/DODGE ST over I480/US75


+41.25875, -95.95417
41°15'31" N, 95°57'15" W
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:16.1 ft. [4.9 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]
Operating rating:38.0 tons [34.5 metric tons]
Inventory rating:23.0 tons [20.9 metric tons]
Sufficiency rating:55.5
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201755.5GoodVery GoodVery GoodVery Good-8048
March 201555.5GoodVery GoodExcellentExcellent-8048
March 201364.1GoodVery GoodExcellentExcellent-8048
February 201163.4GoodVery GoodExcellentExcellent-10408
March 200966.4GoodExcellentExcellentExcellent-4085
March 200780.1GoodExcellentExcellentExcellent-7283
March 200580.0GoodExcellentExcellentExcellent-8600
June 200380.0GoodExcellentExcellentExcellent-8725
March 200179.6GoodExcellentExcellentVery Good-11625
August 199979.9GoodExcellentExcellentVery Good-8843
July 199759.0PoorSeriousFairGoodSD18955
July 199558.3PoorSeriousFairGoodSD13065
July 199358.2PoorSeriousFairGoodSD14450
December 199162.8FairSatisfactoryFairGood-18595