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16TH ST/FAU 5095 over UP/BNSF RR 816-755-B

Map

Coordinates:
+41.24814, -95.93725
41°14'53" N, 95°56'14" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:16TH ST/FAU 5095 over UP/BNSF RR 816-755-B
Structure number:U1825J5505
Location:OMAHA 16TH @ MASON
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Minor Arterial (Urban) [16]
Length of largest span:128.0 ft. [39.0 m]
Total length:1253.0 ft. [381.9 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:38.7 ft. [11.8 m]
Vertical clearance below bridge:23.3 ft. [7.1 m]
Skew angle:50°
Owner:Railroad [27]
Year built:1998
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Number of main spans:10
Main spans material:Prestressed concrete continuous [6]
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: July 2015

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:2,840 [as of 2012]
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:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:84.8 tons [77.1 metric tons]
Inventory rating:50.9 tons [46.3 metric tons]
Sufficiency rating:67.6
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
July 201567.6GoodGoodGoodGoodFO2840
July 201381.3GoodGoodGoodGoodFO2610
July 201177.9GoodGoodVery GoodVery GoodFO2900
July 200989.5GoodGoodVery GoodVery GoodFO2500
November 200789.5GoodGoodVery GoodVery GoodFO2500
January 200677.4GoodGoodVery GoodVery Good-4200
August 200377.4GoodGoodVery GoodVery Good-4200
October 200177.4GoodGoodVery GoodVery Good-4400
December 200078.5GoodExcellentExcellentExcellent-4200
December 199978.5GoodExcellentExcellentExcellent-4200
September 199731.5PoorPoorPoorPoorSD3500
November 199529.9PoorPoorPoorPoorSD5500
October 199331.2PoorPoorPoorPoorSD5000
June 199137.8PoorPoorPoorPoorSD5700