EB-CD TO EB-I80 #5 over UPRR 815-672-J


+41.22165, -96.09050
41°13'18" N, 96°05'26" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:EB-CD TO EB-I80 #5 over UPRR 815-672-J
Structure number:S080 44577
Location:IN OMAHA
Purpose:Carries highway over railroad
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:101.1 ft. [30.8 m]
Total length:226.1 ft. [68.9 m]
Roadway width between curbs:42.0 ft. [12.8 m]
Deck width edge-to-edge:44.6 ft. [13.6 m]
Vertical clearance below bridge:24.9 ft. [7.6 m]
Skew angle:36°
Owner:State Highway Agency [01]
Year built:1994
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:Bituminous [6]

Latest Available Inspection: February 2016 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:15,000 [as of 2003]
Truck traffic:10% 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 desirable criteria [8]
Deck geometry appraisal:Superior to present desirable criteria [9]
Underclearances appraisal:Equal to present desirable criteria [8]
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:73.8 tons [67.1 metric tons]
Inventory rating:43.9 tons [39.9 metric tons]
Sufficiency rating:86.8

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201686.8GoodGoodVery GoodVery Good-15000
February 201486.8GoodGoodVery GoodVery Good-15000
January 201496.6GoodGoodVery GoodVery Good-15000
January 201296.6GoodGoodVery GoodVery Good-15000
February 201096.6GoodVery GoodExcellentExcellent-15000
March 200896.6GoodVery GoodExcellentExcellent-15000
February 200696.6GoodVery GoodExcellentExcellent-15000
September 200496.6GoodVery GoodExcellentExcellent-15000
February 200296.6GoodVery GoodExcellentExcellent-15000
August 200096.6GoodVery GoodExcellentExcellent-15000
September 199896.6GoodExcellentExcellentExcellent-15000
October 199694.6GoodExcellentExcellentExcellent-15000
August 199496.9GoodExcellentExcellentExcellent-15000