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TWNS 355 over CENTER CREEK

Map

Coordinates:
+43.69943, -94.28301
43°41'58" N, 94°16'59" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:TWNS 355 over CENTER CREEK
Structure number:46506
Location:0.2 MI S OF JCT CR 134
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:31.2 ft. [9.5 m]
Total length:81.0 ft. [24.7 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:31.8 ft. [9.7 m]
Owner:Town or Township Highway Agency [03]
Year built:1965
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:3
Main spans material:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: October 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:30 [as of 2005]
Deck condition:Very Good [8 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Better than present minimum criteria [7]
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]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:92.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2017GoodVery GoodGoodGood3092.0
September 2015GoodVery GoodGoodGood3092.0
September 2013GoodVery GoodGoodGood3092.0
October 2011GoodVery GoodGoodGood3089.5
November 2009GoodVery GoodGoodGood3089.5
September 2007GoodVery GoodGoodGood3092.5
November 2005GoodGoodGoodGood5092.5
December 2003GoodVery GoodVery GoodGood5092.5
December 2001GoodVery GoodVery GoodGood5095.0
November 1999GoodVery GoodVery GoodGood5090.2
December 1997GoodVery GoodVery GoodGood8083.5
October 1995GoodVery GoodVery GoodGood8090.4
December 1994GoodVery GoodVery GoodGood8090.4
September 1993GoodVery GoodVery GoodGood4590.4
October 1992GoodGoodVery GoodGood4590.4
November 1991GoodVery GoodVery GoodGood4590.4

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.1,6221,622000
Deck
Reinforced Concrete Top Flangesq. ft.2,5712,571000
Wearing Surfacessq. ft.2,4112,28301280
Substructure
Timber Abutmentlinear ft.119893000
Timber Pileeach3229300
Timber Pier Caplinear ft.6969000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.167167000
Steel Protective Coatingsq. ft.835835000