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10TH ST/FAU 5103 over BNSF/UPRR/5044 074-686-T

Map 

Coordinates:
+41.25278, -95.92928
41°15'10" N, 95°55'45" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:10TH ST/FAU 5103 over BNSF/UPRR/5044 074-686-T
Structure number:U1825Q5505
Location:OMAHA 10TH @ LEAVENWORTH
Purpose:Carries highway and pedestrian walkway over highway and railroad
Route classification:Minor Arterial (Urban) [16]
Length of largest span:134.8 ft. [41.1 m]
Total length:1321.9 ft. [402.9 m]
Roadway width between curbs:53.2 ft. [16.2 m]
Deck width edge-to-edge:73.8 ft. [22.5 m]
Vertical clearance below bridge:21.7 ft. [6.6 m]
Skew angle:17°
Owner:Railroad [27]
Year built:2000
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:13
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: November 2015 

Status:Open, no restriction [A]
Average daily traffic:5,256 [as of 2013]
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: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:59.8 tons [54.4 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:81.3
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201581.3Not deficientGoodGoodGood5256
November 201381.9Not deficientGoodGoodGood4545
October 201185.5Not deficientGoodVery GoodGood4545
July 201085.4Not deficientSatisfactoryVery GoodGood5050
September 200885.5Not deficientSatisfactoryVery GoodVery Good4800
July 200680.3Not deficientSatisfactoryVery GoodVery Good5900
August 200480.0Not deficientSatisfactoryVery GoodVery Good8100
November 200280.0Not deficientGoodExcellentExcellent8400
September 200080.0Not deficientExcellentExcellentExcellent8400
July 199929.3Structurally deficientPoorFairPoor8400
June 199729.5Structurally deficientPoorFairPoor8000
November 199531.6Structurally deficientPoorFairPoor7200
September 199330.8Structurally deficientPoorFairPoor9500
September 199131.1Structurally deficientPoorFairPoor8700