+42.34734, -96.76505
42°20'50" N, 96°45'54" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Structure number:C002602715
Location:1.5W 5N OF EMERSON
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:60.0 ft. [18.3 m]
Total length:61.0 ft. [18.6 m]
Roadway width between curbs:23.6 ft. [7.2 m]
Deck width edge-to-edge:24.0 ft. [7.3 m]
Owner:County Highway Agency [02]
Year built:1993
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Steel [3]
Main span 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: November 2016 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:20 [as of 2003]
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
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:36.0 tons [32.7 metric tons]
Inventory rating:21.0 tons [19.1 metric tons]
Sufficiency rating:79.1

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 201679.1GoodGoodGoodGood-20
November 201479.1GoodVery GoodVery GoodVery Good-20
November 201278.9GoodVery GoodVery GoodVery Good-20
November 201079.9GoodVery GoodVery GoodVery Good-20
October 200878.9FairFairVery GoodVery Good-20
October 200685.9FairFairExcellentVery Good-20
October 200485.9FairFairExcellentVery Good-20
November 200285.9FairFairExcellentVery Good-20
November 200086.9GoodExcellentExcellentVery Good-20
November 199886.9GoodExcellentExcellentVery Good-20
November 199686.9GoodExcellentExcellentVery Good-20
November 199586.9GoodExcellentExcellentVery Good-20
November 199386.9GoodExcellentExcellentVery Good-20
October 199250.8FairFairGoodGood-20
December 199150.8FairFairGoodGood-20