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


+41.26309, -95.94694
41°15'47" N, 95°56'49" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:EB-I480 over 23RD/24TH FAU5083/5085
Structure number:S480 00273R
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:181.1 ft. [55.2 m]
Roadway width between curbs:84.0 ft. [25.6 m]
Deck width edge-to-edge:86.3 ft. [26.3 m]
Vertical clearance below bridge:17.4 ft. [5.3 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:2007
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
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 

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:Superior to present desirable criteria [9]
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:66.6 tons [60.5 metric tons]
Inventory rating:39.9 tons [36.3 metric tons]
Sufficiency rating:83.0
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
March 201783.0Not deficientVery GoodExcellentVery Good23603
March 201583.0Not deficientVery GoodExcellentVery Good23603
March 201393.7Not deficientExcellentExcellentExcellent23603
February 201193.1Not deficientExcellentExcellentExcellent29925
March 200993.0Not deficientExcellentExcellentExcellent31045
March 200770.1Not deficientFairFairGood28510
March 200581.6Not deficientSatisfactorySatisfactoryGood29500
June 200381.6Not deficientSatisfactoryGoodGood29100
March 200181.4Not deficientSatisfactoryGoodGood31070
July 199981.5Not deficientSatisfactoryGoodGood30460
20000.0Not applicable---5
July 199781.8Not deficientGoodGoodGood27400
August 199580.4Functionally obsoleteGoodGoodGood27285
July 199380.5Functionally obsoleteGoodGoodGood25750
December 199181.7Functionally obsoleteGoodGoodGood24100