Share:

24TH STREET/FAU 50 over STORZ EXPRESSWAY/FAU5098

Map 

Coordinates:
+41.30502, -95.94694
41°18'18" N, 95°56'49" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

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:18.4 ft. [5.6 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 2015 

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]
Operating rating:78.9 tons [71.7 metric tons]
Inventory rating:46.9 tons [42.6 metric tons]
Sufficiency rating:93.7
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201593.7GoodGoodGoodGood-3056
April 201393.4GoodGoodGoodGood-3400
April 201195.5GoodGoodGoodGood-4800
May 201095.5GoodGoodGoodGood-4800
December 200849.9FairSatisfactoryGoodGoodSD3300
May 200692.4FairSatisfactoryVery GoodGood-4900
July 200492.6FairSatisfactoryVery GoodGood-3400
July 200292.5GoodGoodVery GoodGood-4300
October 200092.4GoodGoodVery GoodGood-4600
June 199892.4GoodGoodVery GoodGood-4600
April 199692.5GoodGoodVery GoodGood-4000
October 199490.6GoodGoodVery GoodGoodFO4000
June 199290.6GoodGoodVery GoodGood-4000
September 199090.6GoodVery GoodVery GoodVery Good-4000