+45.07548, -92.82849
45°04'32" N, 92°49'43" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Structure number:82501
Location:0.2 MI SE OF JCT TH96
Purpose:Carries highway and pedestrian walkway over railroad and waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:79.4 ft. [24.2 m]
Total length:198.2 ft. [60.4 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:39.0 ft. [11.9 m]
Vertical clearance below bridge:24.9 ft. [7.6 m]
Skew angle:20°
Owner:County Highway Agency [02]
Year built:1967
Year reconstructed:1984
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:Low slump Concrete [4]

Latest Available Inspection: October 2016 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:5,700 [as of 2011]
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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:54.6 tons [49.6 metric tons]
Inventory rating:32.8 tons [29.8 metric tons]
Sufficiency rating:78.6
Estimated cost of work:$271,000,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201678.6GoodGoodVery GoodGood-5700
November 201478.2GoodVery GoodVery GoodVery Good-3900
January 201478.2GoodVery GoodVery GoodVery Good-3900
October 201279.1GoodVery GoodVery GoodVery Good-3900
November 201179.1GoodVery GoodVery GoodVery Good-3900
January 201179.1GoodVery GoodVery GoodVery Good-3900
December 200979.1GoodVery GoodVery GoodVery Good-3900
November 200878.2GoodVery GoodVery GoodVery Good-6500
January 200880.2GoodVery GoodVery GoodVery Good-6500
October 200680.2GoodVery GoodVery GoodVery Good-6500
November 200580.2GoodVery GoodVery GoodVery Good-6300
January 200580.2GoodVery GoodVery GoodVery Good-6300
September 200380.6GoodVery GoodVery GoodVery Good-5400
November 200280.6GoodVery GoodVery GoodVery Good-5400
February 200281.1GoodVery GoodVery GoodVery Good-5400
January 200180.4GoodVery GoodVery GoodVery Good-5400
December 199978.1GoodVery GoodGoodGood-11814
December 199878.1GoodVery GoodGoodGood-11814
October 199776.9GoodVery GoodGoodGood-11814
February 199778.9GoodVery GoodGoodGood-6300
February 199678.6GoodVery GoodGoodGoodFO6300
February 199578.9GoodVery GoodGoodGoodFO5484
January 199478.9GoodVery GoodVery GoodVery GoodFO5483
December 199278.9GoodVery GoodVery GoodVery GoodFO5484
January 199278.9GoodVery GoodVery GoodVery GoodFO5484