VINTON ST/FAU 5036 over UP/BNSF RR 816-821-L


+41.22960, -95.95188
41°13'47" N, 95°57'07" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:VINTON ST/FAU 5036 over UP/BNSF RR 816-821-L
Structure number:U1825D2405
Location:OMAHA VINTON @ 28TH
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Collector (Urban) [17]
Length of largest span:130.9 ft. [39.9 m]
Total length:594.2 ft. [181.1 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:39.0 ft. [11.9 m]
Vertical clearance below bridge:23.0 ft. [7.0 m]
Skew angle:18°
Owner:City or Municipal Highway Agency [04]
Year built:1985
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:6
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: September 2015 

Status:Open, no restriction [A]
Average daily traffic:4,692 [as of 2013]
Truck traffic:1% of total traffic
Deck condition:Good [7 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Better than present minimum criteria [7]
Scour condition:Bridge not over waterway. [N]
Operating rating:57.9 tons [52.6 metric tons]
Inventory rating:33.9 tons [30.8 metric tons]
Sufficiency rating:67.8

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201567.8Not deficientGoodGoodGood4692
September 201368.3Not deficientGoodGoodGood4500
July 201177.8Not deficientGoodGoodGood4600
June 200977.8Not deficientGoodGoodGood4600
July 200776.4Not deficientSatisfactoryGoodGood4600
November 200576.1Not deficientSatisfactoryGoodGood5600
September 200376.1Not deficientSatisfactoryGoodGood5600
September 200175.5Not deficientGoodGoodGood7300
August 199977.0Not deficientGoodGoodGood6100
August 199777.0Not deficientGoodGoodGood6100
July 199577.0Not deficientGoodGoodGood8300
June 199377.0Not deficientVery GoodVery GoodVery Good7700
June 199177.2Not deficientVery GoodVery GoodVery Good6150