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24TH STREET/FAU 50 over STORZ EXPRESSWAY/FAU5098

Map

Coordinates:
+41.30494, -95.94709
41°18'18" N, 95°56'50" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:24TH STREET/FAU 50 over STORZ EXPRESSWAY/FAU5098
Structure number:U182505530
Location:OMAHA 24TH @ STORZ EXPRWY
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Collector (Urban) [17]
Length of largest span:116.1 ft. [35.4 m]
Total length:220.2 ft. [67.1 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:54.1 ft. [16.5 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Skew angle:34°
Owner:City or Municipal Highway Agency [04]
Year built:1984
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:2
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:3,056 [as of 2014]
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:Equal to present minimum criteria [6]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:95.1
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2017GoodGoodGoodGood305695.1
August 2015GoodGoodGoodGood305693.7
April 2013GoodGoodGoodGood340093.4
April 2011GoodGoodGoodGood480095.5
May 2010GoodGoodGoodGood480095.5
December 2008FairSatisfactoryGoodGood330049.9
May 2006FairSatisfactoryVery GoodGood490092.4
July 2004FairSatisfactoryVery GoodGood340092.6
July 2002GoodGoodVery GoodGood430092.5
October 2000GoodGoodVery GoodGood460092.4
June 1998GoodGoodVery GoodGood460092.4
April 1996GoodGoodVery GoodGood400092.5
October 1994GoodGoodVery GoodGood400090.6
June 1992GoodGoodVery GoodGood400090.6
September 1990GoodVery GoodVery GoodVery Good400090.6