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EB-I80 over 50TH ST/FAU 5053

Map 

Coordinates:
+41.22250, -95.99026
41°13'21" N, 95°59'25" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:EB-I80 over 50TH ST/FAU 5053
Structure number:S080 45103R
Location:IN OMAHA
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:62.0 ft. [18.9 m]
Total length:184.1 ft. [56.1 m]
Roadway width between curbs:84.6 ft. [25.8 m]
Deck width edge-to-edge:87.3 ft. [26.6 m]
Vertical clearance below bridge:19.7 ft. [6.0 m]
Owner:State Highway Agency [01]
Year built:1962
Year reconstructed:1996
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:3
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: February 2016 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:85,830 [as of 2012]
Truck traffic:7% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Equal to present desirable criteria [8]
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:93.8 tons [85.3 metric tons]
Inventory rating:55.9 tons [50.8 metric tons]
Sufficiency rating:81.0

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201681.0FairSatisfactoryVery GoodVery GoodFO85830
February 201481.0GoodGoodVery GoodVery GoodFO85830
February 201286.0GoodGoodVery GoodVery GoodFO80970
March 201086.0GoodVery GoodExcellentVery GoodFO80970
March 200886.2GoodVery GoodExcellentVery GoodFO79685
March 200685.4GoodVery GoodExcellentVery GoodFO87958
August 200486.2GoodExcellentExcellentVery Good-79425
March 200286.2GoodExcellentExcellentVery Good-79035
September 200087.0GoodExcellentExcellentVery Good-71600
September 199887.3GoodExcellentExcellentVery Good-68450
November 199688.1GoodExcellentExcellentVery Good-60425
September 199493.3GoodGoodVery GoodGood-62450
September 199293.7GoodGoodVery GoodGood-57350
October 199093.8GoodGoodVery GoodGood-56215