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USH 2 over N FISH CREEK

Map

Coordinates:
+46.57851, -90.96607
46°34'43" N, 90°57'58" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:USH 2 over N FISH CREEK
Structure number:B04002200000000
Location:2.0M E JCT STH 137 (B)
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:55.1 ft. [16.8 m]
Total length:137.8 ft. [42.0 m]
Roadway width between curbs:44.0 ft. [13.4 m]
Deck width edge-to-edge:47.9 ft. [14.6 m]
Owner:State Highway Agency [01]
Year built:1977
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:Prestressed concrete continuous [6]
Main spans 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: April 2017

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:6,800 [as of 2015]
Truck traffic:8% of total traffic
Deck condition:Poor [4 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:Equal to present minimum criteria [6]
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 assessed or calculated scour condition. [5]
Sufficiency rating:91.7
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$865,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2017PoorPoorGoodGood680091.7
April 2015PoorPoorGoodGood680091.7
May 2014PoorPoorGoodGood680091.7
May 2012FairFairGoodGood720092.6
May 2010GoodGoodGoodGood650084.6
May 2008GoodGoodGoodGood650084.6
May 2006GoodGoodGoodGood642084.8
September 2004GoodGoodGoodGood642084.8
October 2003GoodGoodGoodGood642084.8
May 2002GoodGoodGoodGood642084.8
June 2000GoodGoodGoodGood600085.4
September 1999GoodGoodGoodVery Good230089.3
November 1998GoodVery GoodVery GoodVery Good230089.3
July 1997FairSatisfactoryVery GoodVery Good230089.3
May 1996GoodVery GoodVery GoodVery Good513584.8
May 1995GoodVery GoodVery GoodVery Good513584.8
April 1994GoodVery GoodVery GoodVery Good513584.8
July 1993GoodVery GoodVery GoodVery Good619083.1
September 1992GoodVery GoodVery GoodVery Good418086.3
February 1992GoodVery GoodVery GoodVery Good418086.3

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.807807000
Deck
Reinforced Concrete Decksq. ft.6,5826,38220000
Wearing Surfacessq. ft.6,5824,1362,44600
Substructure
Reinforced Concrete Pier Walllinear ft.8884400
Reinforced Concrete Abutmentlinear ft.9482840
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.27523520200