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US 22 WB over EGGLESTON AVE;CUL ST

Map

Coordinates:
+39.10536, -84.50615
39°06'19" N, 84°30'22" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 22 WB over EGGLESTON AVE;CUL ST
Structure number:3100294
Location:DOWNTOWN CINCINNATI
Purpose:Carries highway and pedestrian walkway over highway and railroad
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:122.1 ft. [37.2 m]
Total length:329.1 ft. [100.3 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:36.7 ft. [11.2 m]
Vertical clearance below bridge:23.0 ft. [7.0 m]
Owner:State Highway Agency [01]
Year built:1985
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:2
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: September 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:4,788 [as of 2015]
Truck traffic:7% of total traffic
Deck condition:Good [7 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:Basically intolerable requiring high priority of corrrective action [3]
Underclearances appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:80.4

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2018GoodGoodGoodGood478880.4
October 2017GoodGoodGoodGood478880.4
September 2016GoodGoodGoodGood478880.4
September 2015GoodGoodGoodGood270580.7
September 2014GoodGoodGoodGood270580.7
September 2013GoodGoodGoodGood270580.7
October 2012GoodGoodGoodGood270578.7
June 2011FairSatisfactoryGoodGood270578.7
August 2010FairSatisfactoryGoodGood270578.7
August 2009FairSatisfactoryGoodGood270578.7
August 2008FairSatisfactoryGoodGood270578.7
August 2007FairSatisfactoryGoodGood270578.7
October 2006GoodGoodGoodGood270578.7
August 2005GoodGoodVery GoodVery Good270578.7
October 2004GoodGoodVery GoodVery Good270578.7
September 2003GoodGoodVery GoodVery Good270578.7
December 2002GoodGoodVery GoodVery Good270578.7
December 2001GoodGoodVery GoodVery Good270578.7
July 2000GoodGoodGoodGood270580.7
August 1999GoodGoodGoodGood270580.7
October 1998GoodGoodGoodGood270580.7
May 1997GoodGoodGoodGood270580.7
March 1996GoodGoodGoodGood270580.7
October 1994GoodGoodGoodGood335580.7
October 1992GoodGoodVery GoodGood335580.7
November 1991GoodGoodVery GoodVery Good335580.7
December 1990GoodGoodVery GoodVery Good335580.7

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.1,3161,19112500
Deck
Reinforced Concrete Decksq. ft.12,12011,35876200
Substructure
Reinforced Concrete Pier Walllinear ft.3636000
Reinforced Concrete Abutmentlinear ft.74641000
Reinforced Concrete Pier Caplinear ft.111674400
Joints
Compression Jointlinear ft.14412310110
Bearings
Movable Bearingeach1610600
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.6586065200