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24TH ST/FAU 5083 over UP/BNSF RR 816-818-D

Map 

Coordinates:
+41.24101, -95.94701
41°14'28" N, 95°56'49" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:24TH ST/FAU 5083 over UP/BNSF RR 816-818-D
Structure number:U182505510
Location:OMAHA 24TH @ HICKORY
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Minor Arterial (Urban) [16]
Length of largest span:190.0 ft. [57.9 m]
Total length:999.1 ft. [304.5 m]
Roadway width between curbs:48.9 ft. [14.9 m]
Deck width edge-to-edge:63.7 ft. [19.4 m]
Vertical clearance below bridge:24.0 ft. [7.3 m]
Skew angle:43°
Owner:City or Municipal Highway Agency [04]
Year built:1994
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:4
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: August 2015 

Status:Open, no restriction [A]
Average daily traffic:10,818 [as of 2011]
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: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:70.8 tons [64.4 metric tons]
Inventory rating:37.0 tons [33.6 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:64.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201564.0Functionally obsoleteGoodGoodGood10818
August 201364.0Functionally obsoleteGoodGoodGood9495
July 201177.0Functionally obsoleteGoodGoodGood10550
September 200977.0Functionally obsoleteGoodGoodGood10750
July 200777.0Functionally obsoleteGoodVery GoodGood10750
November 200576.7Functionally obsoleteGoodVery GoodGood12600
August 200376.7Functionally obsoleteGoodVery GoodGood12600
October 200176.6Not deficientGoodVery GoodGood12700
September 199996.3Not deficientVery GoodVery GoodGood12000
December 199796.3Not deficientVery GoodVery GoodVery Good12000
September 199596.4Not deficientExcellentExcellentExcellent10400
March 199496.0Not deficientExcellentExcellentExcellent12700
November 199328.1Structurally deficientFairPoorSerious12700
September 199138.1Structurally deficientFairPoorSerious11000