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205TH LN over SNAKE RIVER

Map

Coordinates:
+46.31051, -93.26245
46°18'38" N, 93°15'45" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:205TH LN over SNAKE RIVER
Structure number:01523
Location:0.2 MI W OF JCT TH 65
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:42.7 ft. [13.0 m]
Total length:49.2 ft. [15.0 m]
Roadway width between curbs:29.5 ft. [9.0 m]
Deck width edge-to-edge:29.5 ft. [9.0 m]
Skew angle:20°
Owner:Town or Township Highway Agency [03]
Year built:2004
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Main span material:Prestressed concrete [5]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: October 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:50 [as of 2003]
Deck condition:Good [7 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:Better than present minimum criteria [7]
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 assessed or calculated scour condition. [5]
Sufficiency rating:94.5
Estimated cost of work:$1,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2018GoodGoodVery GoodVery Good5094.5
November 2016GoodGoodVery GoodVery Good5094.5
October 2014GoodGoodVery GoodVery Good5094.5
December 2012GoodVery GoodVery GoodVery Good5092.5
November 2011GoodVery GoodVery GoodVery Good5092.5
October 2010GoodVery GoodVery GoodVery Good5086.5
December 2009GoodVery GoodVery GoodVery Good5086.5
December 2008GoodVery GoodVery GoodVery Good5086.5
November 2007GoodVery GoodVery GoodVery Good5086.5
October 2006GoodVery GoodVery GoodVery Good5086.5
August 2005GoodVery GoodVery GoodVery Good5086.5
January 2004GoodVery GoodVery GoodVery Good5086.5

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Stringerlinear ft.184184000
Deck
Reinforced Concrete Decksq. ft.1,4461,446000
Wearing Surfacessq. ft.1,3491,3222700
Substructure
Reinforced Concrete Abutmentlinear ft.114110400
Bridge Rail
Timber Bridge Raillinear ft.98801800