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I480 14TH ST EXIT over 12TH/13TH

Map 

Coordinates:
+41.26226, -95.93049
41°15'44" N, 95°55'50" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:I480 14TH ST EXIT over 12TH/13TH
Structure number:S480 00345F
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:640.1 ft. [195.1 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:15.4 ft. [4.7 m]
Owner:State Highway Agency [01]
Year built:1970
Year reconstructed:1995
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:6
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 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:3,400 [as of 2003]
Truck traffic:6% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
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:38.9 tons [35.4 metric tons]
Inventory rating:29.9 tons [27.2 metric tons]
Sufficiency rating:69.4
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201769.4GoodVery GoodVery GoodGoodFO3400
March 201569.4GoodVery GoodVery GoodVery GoodFO3400
March 201372.7GoodVery GoodVery GoodVery GoodFO3400
March 201172.5GoodVery GoodVery GoodVery GoodFO3400
March 200969.0GoodExcellentVery GoodVery GoodFO3400
April 200770.2GoodExcellentVery GoodVery GoodFO3400
March 200570.2GoodExcellentVery GoodVery GoodFO3400
June 200370.2FairExcellentGoodSatisfactory-3400
March 200170.2FairExcellentGoodSatisfactory-3400
July 199970.2FairExcellentSatisfactorySatisfactory-3400
December 199870.2FairExcellentSatisfactorySatisfactory-3400
October 199670.2FairExcellentSatisfactorySatisfactory-3400
November 199469.3FairFairSatisfactorySatisfactoryFO3400
June 199272.3FairFairFairSatisfactoryFO3400
July 199074.4FairGoodGoodSatisfactoryFO3400