I480 13TH ST ACCES over 14TH/15TH STS


+41.26311, -95.93449
41°15'47" N, 95°56'04" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:I480 13TH ST ACCES over 14TH/15TH STS
Structure number:S480 00345D
Location:IN OMAHA
Purpose:Carries highway overpass over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:133.9 ft. [40.8 m]
Total length:795.0 ft. [242.3 m]
Roadway width between curbs:31.5 ft. [9.6 m]
Deck width edge-to-edge:34.1 ft. [10.4 m]
Vertical clearance below bridge:14.1 ft. [4.3 m]
Owner:State Highway Agency [01]
Year built:1970
Year reconstructed:1998
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:8
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: March 2017 

Status:Open, no restriction [A]
Average daily traffic:7,400 [as of 2003]
Truck traffic:6% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:37.0 tons [33.6 metric tons]
Inventory rating:27.9 tons [25.4 metric tons]
Sufficiency rating:79.3

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201779.3Not deficientGoodVery GoodVery Good7400
March 201579.3Not deficientVery GoodVery GoodVery Good7400
March 201379.3Not deficientVery GoodVery GoodVery Good7400
March 201184.9Not deficientVery GoodVery GoodVery Good7400
March 200983.7Not deficientExcellentVery GoodVery Good7400
April 200783.7Not deficientExcellentVery GoodVery Good7400
March 200583.7Not deficientExcellentVery GoodVery Good7400
June 200383.7Not deficientExcellentGoodVery Good7400
March 200183.7Not deficientExcellentGoodVery Good7400
July 199972.5Not deficientExcellentSatisfactoryFair7400
20000.0Not applicable---4950
November 199872.5Not deficientExcellentSatisfactoryFair7400
January 199772.3Not deficientSatisfactoryFairFair9100
October 199471.7Functionally obsoleteSatisfactorySatisfactoryFair9100
July 199271.7Functionally obsoleteSatisfactorySatisfactoryFair9100
July 199082.9Functionally obsoleteGoodSatisfactorySatisfactory9100