+43.36111, -91.64722
43°21'40" N, 91°38'50" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Structure number:000000000348340
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:75.1 ft. [22.9 m]
Total length:191.0 ft. [58.2 m]
Roadway width between curbs:20.0 ft. [6.1 m]
Deck width edge-to-edge:21.3 ft. [6.5 m]
Owner:County Highway Agency [02]
Year built:1935
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: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: April 2015 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:180 [as of 2013]
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Basically intolerable requiring high priority of corrrective action [3]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Meets minimum tolerable limits to be left in place as is [4]
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]
Scour condition:Countermeasures have been installed to mitigate an existing problem with scour. [7]
Operating rating:21.1 tons [19.2 metric tons]
Inventory rating:11.8 tons [10.7 metric tons]
Sufficiency rating:43.8
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201543.8FairSatisfactorySatisfactorySatisfactoryFO180
March 201343.8FairSatisfactorySatisfactorySatisfactoryFO180
March 201143.9FairSatisfactorySatisfactorySatisfactoryFO120
March 200948.1FairSatisfactorySatisfactorySatisfactory-180
April 200748.3FairSatisfactorySatisfactorySatisfactory-180
June 200548.3FairSatisfactorySatisfactorySatisfactory-180
December 200248.4FairSatisfactorySatisfactorySatisfactory-120
May 200148.4FairSatisfactorySatisfactorySatisfactory-120
March 199948.2FairSatisfactorySatisfactorySatisfactory-130
April 199748.1FairSatisfactorySatisfactorySatisfactory-150
November 199448.1FairSatisfactorySatisfactorySatisfactory-150
May 199356.0FairSatisfactorySatisfactorySatisfactory-240
May 199156.0FairSatisfactorySatisfactorySatisfactory-240