EB-I80 BRG #7E over SB-CD EAST & RAMP #10


+41.22415, -96.08599
41°13'27" N, 96°05'10" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:EB-I80 BRG #7E over SB-CD EAST & RAMP #10
Structure number:S080 44606R
Location:IN OMAHA
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:120.1 ft. [36.6 m]
Total length:219.2 ft. [66.8 m]
Roadway width between curbs:48.6 ft. [14.8 m]
Deck width edge-to-edge:51.8 ft. [15.8 m]
Vertical clearance below bridge:17.1 ft. [5.2 m]
Skew angle:51°
Owner:State Highway Agency [01]
Year built: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:2
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:75,185 [as of 2013]
Truck traffic:7% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Superior to present desirable criteria [9]
Underclearances appraisal:Superior to present desirable criteria [9]
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:81.8 tons [74.4 metric tons]
Inventory rating:49.0 tons [44.5 metric tons]
Sufficiency rating:85.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201685.0FairSatisfactoryVery GoodGood-75185
February 201485.0FairSatisfactoryVery GoodGood-75185
January 201485.0FairSatisfactoryVery GoodGood-75185
January 201285.0FairSatisfactoryVery GoodVery Good-77528
February 201085.0FairSatisfactoryVery GoodVery Good-72548
March 200885.0FairSatisfactoryExcellentVery Good-75225
February 200685.0GoodExcellentExcellentExcellent-81463
September 200485.0GoodExcellentExcellentExcellent-60390
February 200285.0GoodExcellentExcellentExcellent-56575
August 200085.0GoodExcellentExcellentExcellent-56073
September 199886.3GoodExcellentExcellentExcellent-49823
October 199679.2GoodExcellentExcellentExcellent-46180
February 199666.0GoodExcellentExcellentExcellent-48410