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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 

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. ratingEvaluationDeckSuper.Sub.ADT
August 201593.7Not deficientGoodGoodGood3056
April 201393.4Not deficientGoodGoodGood3400
April 201195.5Not deficientGoodGoodGood4800
May 201095.5Not deficientGoodGoodGood4800
December 200849.9Structurally deficientSatisfactoryGoodGood3300
May 200692.4Not deficientSatisfactoryVery GoodGood4900
July 200492.6Not deficientSatisfactoryVery GoodGood3400
July 200292.5Not deficientGoodVery GoodGood4300
October 200092.4Not deficientGoodVery GoodGood4600
June 199892.4Not deficientGoodVery GoodGood4600
April 199692.5Not deficientGoodVery GoodGood4000
October 199490.6Functionally obsoleteGoodVery GoodGood4000
June 199290.6Not deficientGoodVery GoodGood4000
September 199090.6Not deficientVery GoodVery GoodVery Good4000