+41.34565, -95.95807
41°20'44" N, 95°57'29" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Structure number:S680 01343R
Location:ECL OMAHA
Purpose:Carries highway over highway and waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:420.0 ft. [128.0 m]
Total length:1603.1 ft. [488.6 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:28.5 ft. [8.7 m]
Vertical clearance above deck:15.7 ft. [4.8 m]
Vertical clearance below bridge:525.0 ft. [160.0 m]
Owner:State Highway Agency [01]
Year built:1952
Year reconstructed:1986
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:3
Main spans material:Steel continuous [4]
Main spans design:Truss - Thru [10]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: September 2015 

Status:Open, no restriction [A]
Average daily traffic:7,028 [as of 2013]
Truck traffic:10% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Equal to present desirable criteria [8]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Better than present minimum criteria [7]
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:54.9 tons [49.9 metric tons]
Inventory rating:32.9 tons [29.9 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:51.1
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201551.1Functionally obsoleteGoodFairFair7028
September 201353.4Functionally obsoleteGoodSatisfactoryFair7028
September 201171.6Functionally obsoleteGoodSatisfactorySatisfactory8000
September 200960.4Functionally obsoleteGoodFairFair8000
September 200760.4Functionally obsoleteGoodFairFair7700
August 200759.7Functionally obsoleteGoodGoodSatisfactory7828
March 200559.5Functionally obsoleteGoodGoodGood9183
October 200259.6Functionally obsoleteGoodGoodGood8075
July 199959.7Functionally obsoleteGoodGoodGood7800
May 199759.7Functionally obsoleteGoodGoodGood7653
August 199560.0Functionally obsoleteGoodGoodGood6815
June 199362.1Not deficientGoodGoodGood6305
April 199169.5Not deficientGoodGoodGood6032
November 199069.5Not deficientVery GoodGoodGood5790