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STH 25 over HAY RIVER

Map

Coordinates:
+45.04846, -91.90564
45°02'54" N, 91°54'20" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:STH 25 over HAY RIVER
Structure number:B17060700000000
Location:0.3M N JCT STH 170
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:55.4 ft. [16.9 m]
Total length:223.4 ft. [68.1 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:32.2 ft. [9.8 m]
Owner:State Highway Agency [01]
Year built:1939
Year reconstructed:1985
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:4
Main spans material:Steel [3]
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:3,300 [as of 2015]
Truck traffic:11% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:16.8
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,351,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2017PoorPoorSatisfactoryPoor330016.8
February 2017PoorPoorSatisfactoryPoor330016.8
February 2016PoorPoorSatisfactoryPoor330016.8
August 2014PoorPoorSatisfactoryPoor306416.8
October 2013PoorPoorSatisfactoryFair306431.8
January 2013PoorPoorSatisfactoryFair306431.8
August 2010FairFairSatisfactoryFair306433.8
April 2009FairFairSatisfactoryFair306433.8
August 2008FairFairSatisfactorySatisfactory306445.4
August 2006FairFairSatisfactorySatisfactory306445.4
August 2005FairFairSatisfactorySatisfactory306445.4
August 2004FairFairSatisfactorySatisfactory306445.4
September 2002FairFairGoodSatisfactory306445.4
September 2000FairFairGoodSatisfactory260061.0
June 1999FairSatisfactorySatisfactorySatisfactory260062.1
August 1998FairSatisfactorySatisfactorySatisfactory260062.1
July 1997FairGoodSatisfactorySatisfactory237062.9
June 1996FairGoodSatisfactorySatisfactory237062.9
September 1995FairGoodSatisfactorySatisfactory237062.9
October 1994FairVery GoodSatisfactorySatisfactory237062.9
July 1993FairVery GoodVery GoodSatisfactory188065.7
July 1992FairVery GoodVery GoodSatisfactory188065.7
September 1991FairVery GoodVery GoodSatisfactory188065.7

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.1,5411,5132800
Steel Protective Coatingsq. ft.11,2189,718001,500
Deck
Reinforced Concrete Decksq. ft.7,14906,7034460
Substructure
Reinforced Concrete Columneach60510
Reinforced Concrete Abutmentlinear ft.641330210
Reinforced Concrete Pier Caplinear ft.874030170
Joints
Strip Seal Jointlinear ft.9595000
Compression Jointlinear ft.65035300
Bearings
Movable Bearingeach2802800
Fixed Bearingeach28014140
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.449449000