+43.70665, -90.39241
43°42'24" N, 90°23'33" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Structure number:B62004300000000
Location:2.8M E JCT CTH V
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:31.5 ft. [9.6 m]
Total length:33.1 ft. [10.1 m]
Roadway width between curbs:20.0 ft. [6.1 m]
Deck width edge-to-edge:22.6 ft. [6.9 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]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: August 2016 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:390 [as of 2015]
Deck condition:Satisfactory [6 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:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present minimum criteria [6]
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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:37.7 tons [34.3 metric tons]
Inventory rating:21.3 tons [19.4 metric tons]
Sufficiency rating:52.8
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$207,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201652.8FairSatisfactoryFairFair-390
October 201452.8FairSatisfactoryFairFair-360
October 201275.9FairGoodSatisfactorySatisfactory-360
October 201075.9FairGoodSatisfactorySatisfactory-360
October 200875.9FairGoodSatisfactorySatisfactory-360
October 200675.9FairGoodSatisfactorySatisfactory-360
October 200475.9FairGoodSatisfactorySatisfactory-360
October 200275.9FairGoodSatisfactorySatisfactory-360
October 200075.9FairGoodSatisfactorySatisfactory-360
May 199875.9FairGoodSatisfactorySatisfactory-360
September 199676.2FairVery GoodGoodSatisfactory-180
May 199476.6FairVery GoodVery GoodSatisfactory-180
October 199276.3FairVery GoodVery GoodSatisfactory-330
November 199076.3FairVery GoodVery GoodSatisfactory-330