+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

Good/Fair/Poor Condition:Fair
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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201685.0FairSatisfactoryVery GoodVery Good-170780
February 201485.0FairSatisfactoryVery GoodVery Good-170780
February 201285.0FairSatisfactoryVery GoodVery Good-165605
March 201085.0GoodVery GoodExcellentVery Good-165605
March 200885.0GoodVery GoodExcellentVery Good-165270
March 200685.0GoodExcellentExcellentVery Good-177700
August 200485.0GoodExcellentExcellentVery Good-146580
March 200285.0GoodExcellentExcellentVery Good-141470
September 200085.4GoodExcellentExcellentVery Good-134780
September 199886.0GoodExcellentExcellentVery Good-128480
October 199687.4GoodExcellentExcellentVery Good-113410
August 199489.2GoodExcellentGoodGood-117210