F ST/FAU 5030 over BNSF RR 074-707-J


+41.21974, -95.96299
41°13'11" N, 95°57'47" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:F ST/FAU 5030 over BNSF RR 074-707-J
Structure number:U182542615
Location:OMAHA F @ 34TH
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Collector (Urban) [17]
Length of largest span:71.9 ft. [21.9 m]
Total length:144.0 ft. [43.9 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:23.0 ft. [7.0 m]
Skew angle:42°
Owner:City or Municipal Highway Agency [04]
Year built:1995
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:3
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: May 2015 

Status:Open, no restriction [A]
Average daily traffic:4,228 [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:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge not over waterway. [N]
Operating rating:98.8 tons [89.8 metric tons]
Inventory rating:60.8 tons [55.3 metric tons]
Sufficiency rating:71.1
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201571.1Not deficientGoodGoodGood4228
May 201370.3Not deficientGoodGoodGood4500
August 201179.0Functionally obsoleteVery GoodVery GoodVery Good6800
May 200981.6Not deficientVery GoodVery GoodGood4700
July 200781.6Not deficientVery GoodVery GoodGood4700
May 200581.8Not deficientVery GoodVery GoodGood4200
May 200381.8Not deficientVery GoodVery GoodGood4200
June 200181.8Not deficientVery GoodVery GoodGood4000
August 199982.6Not deficientVery GoodVery GoodGood3800
August 199782.6Not deficientVery GoodVery GoodVery Good3800
September 199580.3Not deficientExcellentExcellentExcellent6950
May 19932.0Structurally deficientPoorPoorPoor6950
July 19912.0Structurally deficientPoorPoorPoor6800