602 ST (TWP 63) over STREAM


+44.07787, -92.82535
44°04'40" N, 92°49'31" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:602 ST (TWP 63) over STREAM
Structure number:L2580
Location:0.3 MI S OF JCT CSAH 16
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:17.7 ft. [5.4 m]
Total length:40.4 ft. [12.3 m]
Roadway width between curbs:16.1 ft. [4.9 m]
Deck width edge-to-edge:16.1 ft. [4.9 m]
Owner:Town or Township Highway Agency [03]
Year built:1897
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:2
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Gravel [8]

Latest Available Inspection: July 2018

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:6 [as of 2005]
Deck condition:Poor [4 out of 9]
Superstructure condition:Serious [3 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Basically intolerable requiring high priority of corrrective action [3]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Meets minimum tolerable limits to be left in place as is [4]
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:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:24.1
Estimated cost of work:$39,000,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2018PoorPoorSeriousPoor624.1
July 2017PoorPoorSeriousPoor626.2
July 2016PoorPoorSeriousPoor626.2
July 2015PoorPoorSeriousPoor626.2
July 2014PoorPoorCriticalPoor626.2
October 2013PoorPoorSeriousPoor626.2
October 2012PoorPoorSeriousPoor626.2
November 2011PoorPoorSeriousPoor626.2
December 2010PoorPoorSeriousPoor626.2
December 2009PoorPoorSeriousPoor626.2
November 2008PoorPoorSeriousPoor626.2
October 2007PoorPoorSeriousPoor626.2
November 2006PoorPoorSeriousPoor626.2
December 2005PoorPoorSeriousPoor626.2
December 2004PoorPoorSeriousPoor626.2
December 2003PoorPoorSeriousPoor626.2
January 2003PoorPoorSeriousPoor626.2
January 2002PoorFairSeriousPoor628.2
December 2000PoorFairSeriousPoor628.2
January 2000PoorFairSeriousPoor228.4
December 1998PoorFairSeriousPoor228.4
December 1997PoorFairSeriousPoor228.4
December 1996PoorFairSeriousPoor228.4
January 1996PoorFairSeriousPoor228.4
January 1995PoorFairSeriousPoor228.4
December 1993PoorFairSeriousPoor428.3
November 1992PoorFairPoorPoor428.3
November 1991PoorFairPoorPoor428.3

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Steel Girder/Beamlinear ft.40009028030
Steel Protective Coatingsq. ft.900000900
Reinforced Concrete Decksq. ft.651044416344
Wearing Surfacessq. ft.646346290100
Masonry Pier Walllinear ft.1600160
Masonry Abutmentlinear ft.73003835
Timber Pileeach103700
Steel Pier Caplinear ft.4804080
Steel Protective Coatingsq. ft.170000170
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.8000800
Steel Protective Coatingsq. ft.128000128