VINTON ST/FAU 5036 over I480/RMP 40/RMP 50


+41.22967, -95.95499
41°13'47" N, 95°57'18" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:VINTON ST/FAU 5036 over I480/RMP 40/RMP 50
Structure number:S480 00022
Location:IN OMAHA
Purpose:Carries highway overpass over highway
Route classification:Collector (Urban) [17]
Length of largest span:140.1 ft. [42.7 m]
Total length:579.1 ft. [176.5 m]
Roadway width between curbs:30.5 ft. [9.3 m]
Deck width edge-to-edge:40.0 ft. [12.2 m]
Vertical clearance below bridge:16.7 ft. [5.1 m]
Owner:State Highway Agency [01]
Year built:1988
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:5
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 2017 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:4,500 [as of 2010]
Deck condition:Satisfactory [6 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:Meets minimum tolerable limits to be left in place as is [4]
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:57.9 tons [52.6 metric tons]
Inventory rating:35.0 tons [31.8 metric tons]
Sufficiency rating:81.9

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201781.9FairSatisfactoryGoodGood-4500
March 201581.9FairSatisfactoryGoodGood-4500
March 201385.4FairSatisfactoryVery GoodGood-4500
February 201185.2FairSatisfactoryVery GoodGood-4600
March 200985.2GoodVery GoodVery GoodVery Good-4600
March 200785.4GoodVery GoodVery GoodVery Good-5600
February 200585.4GoodVery GoodVery GoodVery Good-5600
June 200385.4GoodExcellentExcellentExcellent-5600
March 200185.2GoodExcellentExcellentExcellent-7300
July 199985.3GoodExcellentExcellentExcellent-6100
July 199785.3GoodExcellentExcellentExcellent-6100
July 199583.3GoodExcellentExcellentExcellent-8300
December 199183.4GoodExcellentExcellentExcellent-6150