Share:

ANTHONY WAYNE TR. over SWAN CREEK

Map

Coordinates:
+41.64273, -83.55085
41°38'34" N, 83°33'03" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:ANTHONY WAYNE TR. over SWAN CREEK
Structure number:4801652
Location:WB SR-25 over Swan Creek
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:85.0 ft. [25.9 m]
Total length:227.0 ft. [69.2 m]
Roadway width between curbs:37.4 ft. [11.4 m]
Deck width edge-to-edge:44.0 ft. [13.4 m]
Skew angle:41°
Owner:State Highway Agency [01]
Year built:1963
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:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: February 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:13,463 [as of 2015]
Truck traffic:4% of total traffic
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: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:98.7

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2017GoodVery GoodGoodGood1346398.7
March 2016GoodVery GoodGoodGood1346398.7
March 2015GoodVery GoodGoodGood1162098.9
March 2014GoodVery GoodGoodGood1162098.9
March 2012GoodVery GoodGoodGood1162098.9
March 2011FairVery GoodSatisfactoryGood1162095.9
March 2010FairFairFairFair1707083.1
March 2009FairFairFairFair1707083.1
March 2008FairFairFairFair1707083.1
April 2007FairFairFairFair1770083.1
March 2006FairFairFairFair1681683.2
March 2005FairFairFairFair1681683.2
March 2004FairFairFairFair1681683.2
March 2003FairFairFairFair1681683.2
April 2002FairFairFairFair1681684.2
April 2001FairFairFairFair1681684.2
April 2000FairFairFairFair2019183.8
April 1999FairFairFairFair2019183.8
April 1998PoorPoorFairFair1955483.8
April 1997PoorPoorFairFair1955481.8
May 1996FairFairFairFair1955483.9
April 1995PoorPoorFairFair1416481.7
April 1994FairFairFairFair1416483.7
April 1993FairFairFairFair1416483.7
May 1992FairFairSatisfactorySatisfactory1416494.9
May 1991FairFairSatisfactoryGood1416494.9

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.1,3621,362000
Deck
Reinforced Concrete Decksq. ft.9,9899,985400
Substructure
Reinforced Concrete Pier Walllinear ft.4848000
Reinforced Concrete Abutmentlinear ft.117113400
Reinforced Concrete Pier Caplinear ft.117117000
Bearings
Movable Bearingeach2424000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.454454000