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

Map

Coordinates:
+41.22965, -95.95247
41°13'47" N, 95°57'09" W

Facts

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 2017

Good/Fair/Poor Condition:Good
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]
Sufficiency rating:67.2

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2017GoodGoodGoodGood469267.2
September 2015GoodGoodGoodGood469267.8
September 2013GoodGoodGoodGood450068.3
July 2011GoodGoodGoodGood460077.8
June 2009GoodGoodGoodGood460077.8
July 2007FairSatisfactoryGoodGood460076.4
November 2005FairSatisfactoryGoodGood560076.1
September 2003FairSatisfactoryGoodGood560076.1
September 2001GoodGoodGoodGood730075.5
August 1999GoodGoodGoodGood610077.0
August 1997GoodGoodGoodGood610077.0
July 1995GoodGoodGoodGood830077.0
June 1993GoodVery GoodVery GoodVery Good770077.0
June 1991GoodVery GoodVery GoodVery Good615077.2