+41.22387, -96.01252
41°13'26" N, 96°00'45" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Structure number:S080 44984
Location:IN OMAHA
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:106.0 ft. [32.3 m]
Total length:384.9 ft. [117.3 m]
Roadway width between curbs:178.2 ft. [54.3 m]
Deck width edge-to-edge:183.1 ft. [55.8 m]
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:4
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 

Status:Open, no restriction [A]
Average daily traffic:170,780 [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:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
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. ratingEvaluationDeckSuper.Sub.ADT
February 201685.0Not deficientSatisfactoryVery GoodVery Good170780
February 201485.0Not deficientSatisfactoryVery GoodVery Good170780
February 201285.0Not deficientSatisfactoryVery GoodVery Good165605
March 201085.0Not deficientVery GoodExcellentVery Good165605
March 200885.0Not deficientVery GoodExcellentVery Good165270
March 200685.0Not deficientExcellentExcellentVery Good177700
August 200485.0Not deficientExcellentExcellentVery Good146580
March 200285.0Not deficientExcellentExcellentVery Good141470
September 200085.4Not deficientExcellentExcellentVery Good134780
September 199886.0Not deficientExcellentExcellentVery Good128480
October 199687.4Not deficientExcellentExcellentVery Good113410
August 199489.2Not deficientExcellentGoodGood117210