I480 14TH ST ACCES over I480 RAMP/13TH/12TH


+41.26299, -95.93448
41°15'47" N, 95°56'04" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:I480 14TH ST ACCES over I480 RAMP/13TH/12TH
Structure number:S480 00345E
Location:IN OMAHA
Purpose:Carries highway overpass over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:113.9 ft. [34.7 m]
Total length:538.1 ft. [164.0 m]
Roadway width between curbs:22.0 ft. [6.7 m]
Deck width edge-to-edge:24.6 ft. [7.5 m]
Vertical clearance below bridge:16.1 ft. [4.9 m]
Owner:State Highway Agency [01]
Year built:1970
Year reconstructed:1994
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:5
Main spans material:Steel continuous [4]
Main spans design:Girder and floorbeam system [03]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: July 2015

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:3,900 [as of 2003]
Truck traffic:6% 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:Meets minimum tolerable limits to be left in place as is [4]
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]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge not over waterway. [N]
Operating rating:23.0 tons [20.9 metric tons]
Inventory rating:17.9 tons [16.3 metric tons]
Sufficiency rating:70.8

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
July 201570.8GoodGoodGoodGood-3900
July 201370.8FairVery GoodSatisfactoryGood-3900
July 201172.2FairVery GoodSatisfactoryVery GoodFO3900
February 201095.6GoodVery GoodGoodVery GoodFO3900
January 200895.6GoodVery GoodVery GoodVery GoodFO3900
March 200598.6GoodExcellentVery GoodVery Good-3900
June 200398.6GoodExcellentGoodGood-3900
March 200198.6GoodExcellentGoodGood-3900
July 199998.6GoodExcellentGoodGood-3900
January 199798.6GoodExcellentGoodGood-3800
November 199443.5GoodExcellentGoodGood-3800
June 199276.6PoorSeriousSatisfactorySatisfactorySD3800
July 199062.5FairGoodGoodSatisfactoryFO3800