F ST/FAU 5030 over UPRR 191-594-B


+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 UPRR 191-594-B
Structure number:U1825E5105
Location:OMAHA F @ 43RD
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Collector (Urban) [17]
Length of largest span:65.0 ft. [19.8 m]
Total length:161.1 ft. [49.1 m]
Roadway width between curbs:28.2 ft. [8.6 m]
Deck width edge-to-edge:36.1 ft. [11.0 m]
Vertical clearance below bridge:20.3 ft. [6.2 m]
Skew angle:15°
Owner:City or Municipal Highway Agency [04]
Year built:1973
Year reconstructed:1977
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:Concrete continuous [2]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: July 2015 

Status:Open, no restriction [A]
Average daily traffic:6,532 [as of 2011]
Truck traffic:1% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Better than present minimum criteria [7]
Scour condition:Bridge not over waterway. [N]
Operating rating:27.0 tons [24.5 metric tons]
Inventory rating:18.9 tons [17.2 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:42.7
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
July 201542.7Functionally obsoleteSatisfactorySatisfactoryGood6532
July 201342.7Functionally obsoleteSatisfactorySatisfactoryGood5490
July 201151.7Functionally obsoleteSatisfactorySatisfactorySatisfactory6100
April 200952.8Functionally obsoleteSatisfactorySatisfactorySatisfactory5900
July 200760.7Structurally deficientPoorFairSatisfactory5900
September 200559.6Structurally deficientPoorFairSatisfactory8600
July 200359.6Structurally deficientPoorFairGood8600
August 200173.3Functionally obsoleteFairSatisfactoryGood8400
August 199975.0Functionally obsoleteFairSatisfactoryGood8000
August 199775.1Functionally obsoleteFairSatisfactoryGood7400
August 199575.1Functionally obsoleteFairSatisfactoryGood9050
June 199376.4Functionally obsoleteSatisfactorySatisfactoryGood6450
August 199176.3Functionally obsoleteSatisfactoryGoodVery Good6550