Share:

F ST/FAU 5030 over BNSF RR 074-708-R

Map 

Coordinates:
+41.21972, -95.96162
41°13'11" N, 95°57'42" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:F ST/FAU 5030 over BNSF RR 074-708-R
Structure number:U182542620
Location:OMAHA F @ DAHLMAN
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Collector (Urban) [17]
Length of largest span:45.9 ft. [14.0 m]
Total length:46.9 ft. [14.3 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]
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]
Main span material:Steel [3]
Main span 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: April 2015 

Status:Open, no restriction [A]
Average daily traffic:4,228 [as of 2012]
Truck traffic:5% 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:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:98.8 tons [89.8 metric tons]
Inventory rating:63.9 tons [58.1 metric tons]
Sufficiency rating:69.1
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201569.1Not deficientGoodGoodGood4228
April 201368.3Not deficientGoodGoodGood4500
May 201179.0Functionally obsoleteGoodVery GoodGood6800
July 200981.6Not deficientVery GoodVery GoodVery Good4700
October 200781.6Not deficientVery GoodVery GoodVery Good4700
August 200581.8Not deficientVery GoodVery GoodVery Good4200
June 200381.8Not deficientVery GoodVery GoodVery Good4200
June 200181.8Not deficientVery GoodVery GoodVery Good4000
August 199982.6Not deficientVery GoodVery GoodVery Good3800
August 199782.6Not deficientVery GoodVery GoodVery Good3800
August 199580.3Not deficientExcellentExcellentExcellent6950
May 199330.8Structurally deficientFairSatisfactoryPoor6950
July 199139.1Structurally deficientFairSatisfactoryPoor6800