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WB-I480 over 23RD/24TH FAU5083/5085

Map

Coordinates:
+41.26341, -95.94687
41°15'48" N, 95°56'49" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:WB-I480 over 23RD/24TH FAU5083/5085
Structure number:S480 00273L
Location:IN OMAHA
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:51.8 ft. [15.8 m]
Total length:182.1 ft. [55.5 m]
Roadway width between curbs:71.9 ft. [21.9 m]
Deck width edge-to-edge:74.5 ft. [22.7 m]
Vertical clearance below bridge:17.1 ft. [5.2 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:2009
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Number of main spans:4
Main spans material:Prestressed concrete continuous [6]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: March 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:23,603 [as of 2013]
Truck traffic:3% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Excellent [9 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Better than present minimum criteria [7]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge not over waterway. [N]
Operating rating:76.9 tons [69.9 metric tons]
Inventory rating:40.9 tons [37.2 metric tons]
Sufficiency rating:83.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201783.0GoodVery GoodExcellentVery Good-23603
March 201583.0GoodVery GoodExcellentVery Good-23603
March 201393.7GoodExcellentExcellentExcellent-23603
February 201190.2GoodExcellentExcellentExcellentFO29925
March 200977.6FairFairFairGoodFO31045
March 200778.7FairFairFairGoodFO28510
March 200591.1FairSatisfactorySatisfactoryGoodFO29500
June 200391.1FairSatisfactorySatisfactoryGoodFO29100
March 200190.9FairSatisfactorySatisfactoryGoodFO31070
July 199991.0FairSatisfactorySatisfactoryGoodFO30460
July 199791.3FairSatisfactorySatisfactoryGoodFO27400
August 199591.9FairSatisfactorySatisfactoryGoodFO27285
July 199392.0FairSatisfactorySatisfactoryGoodFO25750
December 199181.7FairSatisfactorySatisfactoryGoodFO24100