+42.13611, -96.04167
42°08'10" N, 96°02'30" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Structure number:000000000250760
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:68.9 ft. [21.0 m]
Total length:271.0 ft. [82.6 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:25.9 ft. [7.9 m]
Owner:County Highway Agency [02]
Year built:1962
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:5
Main spans material:Prestressed concrete [5]
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: May 2015 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:590 [as of 2012]
Truck traffic:16% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:41.5 tons [37.7 metric tons]
Inventory rating:18.8 tons [17.1 metric tons]
Sufficiency rating:59.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201559.0FairSatisfactoryGoodSatisfactory-590
May 201359.0FairGoodGoodSatisfactory-590
May 201158.9FairGoodGoodSatisfactory-680
May 200958.7FairGoodGoodSatisfactory-680
June 200744.3GoodVery GoodVery GoodVery GoodSD640
April 200544.3GoodVery GoodVery GoodVery GoodSD640
July 200343.1GoodVery GoodVery GoodVery GoodSD800
June 200143.1GoodVery GoodVery GoodVery GoodSD800
May 199944.5GoodVery GoodVery GoodVery GoodSD530
March 199744.5GoodVery GoodVery GoodVery GoodSD530
March 199543.5GoodVery GoodVery GoodVery GoodSD490
May 199343.5GoodVery GoodVery GoodVery GoodSD490
March 199136.9GoodVery GoodVery GoodVery GoodSD460