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 2015 

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. ratingEvaluationDeckSuper.Sub.ADT
March 201581.9Not deficientSatisfactoryGoodGood4500
March 201385.4Not deficientSatisfactoryVery GoodGood4500
February 201185.2Not deficientSatisfactoryVery GoodGood4600
March 200985.2Not deficientVery GoodVery GoodVery Good4600
March 200785.4Not deficientVery GoodVery GoodVery Good5600
February 200585.4Not deficientVery GoodVery GoodVery Good5600
June 200385.4Not deficientExcellentExcellentExcellent5600
March 200185.2Not deficientExcellentExcellentExcellent7300
July 199985.3Not deficientExcellentExcellentExcellent6100
20000.0Not applicable---26720
July 199785.3Not deficientExcellentExcellentExcellent6100
July 199583.3Not deficientExcellentExcellentExcellent8300
December 199183.4Not deficientExcellentExcellentExcellent6150