+45.22144, -94.51806
45°13'17" N, 94°31'05" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:TWP 287 over N FK CROW RIVER
Structure number:47528
Location:0.8 MI W OF JCT CSAH 34
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:51.2 ft. [15.6 m]
Total length:154.2 ft. [47.0 m]
Roadway width between curbs:32.5 ft. [9.9 m]
Deck width edge-to-edge:36.1 ft. [11.0 m]
Skew angle:30°
Owner:Town or Township Highway Agency [03]
Year built:1994
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Number of main spans:3
Main spans material:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: November 2015

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:61 [as of 1993]
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:68.1 tons [61.9 metric tons]
Inventory rating:46.2 tons [42.0 metric tons]
Sufficiency rating:98.0

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 201598.0GoodVery GoodVery GoodVery Good-61
November 201398.0GoodVery GoodVery GoodVery Good-61
November 201198.0GoodVery GoodVery GoodVery Good-61
November 200998.0GoodVery GoodVery GoodVery Good-61
November 2007100.0GoodVery GoodVery GoodExcellent-61
January 2006100.0GoodExcellentExcellentExcellent-61
February 2004100.0GoodExcellentExcellentExcellent-61
January 2002100.0GoodExcellentExcellentExcellent-61
January 200099.0GoodExcellentExcellentExcellent-61
February 199999.0GoodExcellentExcellentExcellent-61
October 199698.0GoodExcellentExcellentExcellent-61
January 199698.0GoodExcellentExcellentExcellent-61
January 199598.0GoodExcellentExcellentExcellent-61