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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 2015 

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. ratingEvaluationDeckSuper.Sub.ADT
March 201583.0Not deficientVery GoodExcellentVery Good23603
March 201393.7Not deficientExcellentExcellentExcellent23603
February 201190.2Functionally obsoleteExcellentExcellentExcellent29925
March 200977.6Functionally obsoleteFairFairGood31045
March 200778.7Functionally obsoleteFairFairGood28510
March 200591.1Functionally obsoleteSatisfactorySatisfactoryGood29500
June 200391.1Functionally obsoleteSatisfactorySatisfactoryGood29100
March 200190.9Functionally obsoleteSatisfactorySatisfactoryGood31070
July 199991.0Functionally obsoleteSatisfactorySatisfactoryGood30460
20000.0Not applicable---5
July 199791.3Functionally obsoleteSatisfactorySatisfactoryGood27400
August 199591.9Functionally obsoleteSatisfactorySatisfactoryGood27285
July 199392.0Functionally obsoleteSatisfactorySatisfactoryGood25750
December 199181.7Functionally obsoleteSatisfactorySatisfactoryGood24100