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

Map

Coordinates:
+41.24186, -95.94702
41°14'31" N, 95°56'49" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
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:23.0 ft. [7.0 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 2017

Good/Fair/Poor Condition:Good
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]
Sufficiency rating:62.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2017GoodGoodGoodGood1081862.0
August 2015GoodGoodGoodGood1081864.0
August 2013GoodGoodGoodGood949564.0
July 2011GoodGoodGoodGood1055077.0
September 2009GoodGoodGoodGood1075077.0
July 2007GoodGoodVery GoodGood1075077.0
November 2005GoodGoodVery GoodGood1260076.7
August 2003GoodGoodVery GoodGood1260076.7
October 2001GoodGoodVery GoodGood1270076.6
September 1999GoodVery GoodVery GoodGood1200096.3
December 1997GoodVery GoodVery GoodVery Good1200096.3
September 1995GoodExcellentExcellentExcellent1040096.4
March 1994GoodExcellentExcellentExcellent1270096.0
November 1993PoorFairPoorSerious1270028.1
September 1991PoorFairPoorSerious1100038.1