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I480 14TH ST EXIT over 16TH/15TH/FAU 5095

Map

Coordinates:
+41.26295, -95.93714
41°15'47" N, 95°56'14" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I480 14TH ST EXIT over 16TH/15TH/FAU 5095
Structure number:S480 00345C
Location:IN OMAHA
Purpose:Carries highway overpass over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:129.9 ft. [39.6 m]
Total length:595.2 ft. [181.4 m]
Roadway width between curbs:31.5 ft. [9.6 m]
Deck width edge-to-edge:35.1 ft. [10.7 m]
Vertical clearance below bridge:13.8 ft. [4.2 m]
Owner:State Highway Agency [01]
Year built:1970
Year reconstructed:1999
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:Box Beam or girders - Single or Spread [06]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: August 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:10,000 [as of 2003]
Truck traffic:6% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:32.9 tons [29.9 metric tons]
Inventory rating:25.0 tons [22.7 metric tons]
Sufficiency rating:69.2
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201669.2FairSatisfactoryGoodSatisfactoryFO10000
August 201469.2FairSatisfactoryGoodGoodFO10000
August 201277.6FairSatisfactoryVery GoodGoodFO10000
November 201177.6GoodVery GoodVery GoodGoodFO10000
November 200973.1GoodVery GoodVery GoodGoodFO10000
November 200774.7GoodVery GoodVery GoodGood-10000
March 200574.7GoodExcellentVery GoodGood-10000
June 200374.7GoodExcellentVery GoodGood-10000
March 200174.7GoodExcellentVery GoodGood-10000
July 199977.8FairExcellentFairSatisfactory-10000
January 199764.5FairSatisfactoryFairSatisfactoryFO9600
October 199476.2FairSatisfactorySatisfactorySatisfactoryFO9600
July 199266.1FairSatisfactoryFairSatisfactoryFO9600
July 199076.2FairSatisfactorySatisfactoryVery GoodFO9600

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Steel Closed Web/Box Girderlinear ft.361353800
Steel Protective Coatingsq. ft.7,7383,8693,86900
Deck
Reinforced Concrete Decksq. ft.1,8881,8612250
Substructure
Reinforced Concrete Pier Walllinear ft.90720
Reinforced Concrete Abutmentlinear ft.99000
Reinforced Concrete Pier Caplinear ft.4235070
Bearings
Movable Bearingeach40400
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.3620307550