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

Map

Coordinates:
+41.22960, -95.95188
41°13'47" N, 95°57'07" 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 2015

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]
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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201567.8GoodGoodGoodGood-4692
September 201368.3GoodGoodGoodGood-4500
July 201177.8GoodGoodGoodGood-4600
June 200977.8GoodGoodGoodGood-4600
July 200776.4FairSatisfactoryGoodGood-4600
November 200576.1FairSatisfactoryGoodGood-5600
September 200376.1FairSatisfactoryGoodGood-5600
September 200175.5GoodGoodGoodGood-7300
August 199977.0GoodGoodGoodGood-6100
August 199777.0GoodGoodGoodGood-6100
July 199577.0GoodGoodGoodGood-8300
June 199377.0GoodVery GoodVery GoodVery Good-7700
June 199177.2GoodVery GoodVery GoodVery Good-6150