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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
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

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 

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]
Evaluation:Functionally obsolete [2]
Sufficiency rating:67.6
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
July 201567.6Functionally obsoleteGoodGoodGood2840
July 201381.3Functionally obsoleteGoodGoodGood2610
July 201177.9Functionally obsoleteGoodVery GoodVery Good2900
July 200989.5Functionally obsoleteGoodVery GoodVery Good2500
November 200789.5Functionally obsoleteGoodVery GoodVery Good2500
January 200677.4Not deficientGoodVery GoodVery Good4200
August 200377.4Not deficientGoodVery GoodVery Good4200
October 200177.4Not deficientGoodVery GoodVery Good4400
December 200078.5Not deficientExcellentExcellentExcellent4200
December 199978.5Not deficientExcellentExcellentExcellent4200
September 199731.5Structurally deficientPoorPoorPoor3500
November 199529.9Structurally deficientPoorPoorPoor5500
October 199331.2Structurally deficientPoorPoorPoor5000
June 199137.8Structurally deficientPoorPoorPoor5700