+43.45569, -91.21315
43°27'20" N, 91°12'47" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Structure number:B62001800000000
Location:2.6M N JCT STH 82 TO E
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:12.1 ft. [3.7 m]
Total length:30.5 ft. [9.3 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:1960
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:2
Main spans material:Concrete continuous [2]
Main spans design:Culvert [19]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: May 2016 

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:3,800 [as of 2013]
Truck traffic:10% of total traffic
Structural 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 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]
Culvert condition:Large spalls, heavy scaling, wide cracks, considerable efflorescence or opened construction joint permitting loss of backfill. Considerable settlement or misalignment. Considerable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection throughout, extensive corrosion or deep pitting. [4]
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:21.3 tons [19.4 metric tons]
Sufficiency rating:44.3
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$257,000

Previous Inspections 

DateSuff. RatingConditionCulvert ConditionSD/FOADT
May 201644.3Poor4 out of 10SD3800
May 201542.8Poor4 out of 10SD3800
May 201442.8Poor4 out of 10SD3800
May 201263.0Fair5 out of 10-4200
May 201063.0Fair5 out of 10-4200
July 200874.0Fair6 out of 10-4200
September 200774.0Fair6 out of 10-4200
September 200574.0Fair6 out of 10-3530
September 200374.0Fair6 out of 10-3530
September 200174.0Fair6 out of 10-4400
August 200074.0Fair6 out of 10-4400
May 199874.0Fair6 out of 10-4400
July 199774.1Fair6 out of 10-2790
June 199674.1Fair6 out of 10-2790
May 199574.1Fair6 out of 10-2790
March 199474.5Fair6 out of 10-2710
August 199274.5Fair6 out of 10-2710
April 199174.5Fair6 out of 10-2710