IR71N RMP-SR562 W over S562*E;I71*N


+39.16431, -84.43127
39°09'52" N, 84°25'53" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:IR71N RMP-SR562 W over S562*E;I71*N
Structure number:3115062
Location:OVER IR 71
Purpose:Carries highway overpass over highway
Route classification:Local (Urban) [19]
Length of largest span:97.1 ft. [29.6 m]
Total length:310.1 ft. [94.5 m]
Roadway width between curbs:47.9 ft. [14.6 m]
Deck width edge-to-edge:56.1 ft. [17.1 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:37°
Owner:State Highway Agency [01]
Year built:1972
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:4
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Other [9]

Latest Available Inspection: May 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:1,970 [as of 1980]
Truck traffic:99% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 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 replacement [2]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Superior to present desirable criteria [9]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:77.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2018GoodGoodVery GoodGood197077.0
April 2017FairSatisfactoryVery GoodGood197077.0
March 2016FairSatisfactoryVery GoodGood197077.0
July 2015FairSatisfactoryVery GoodGood197077.0
August 2014FairSatisfactoryVery GoodGood197077.0
October 2013FairSatisfactoryVery GoodGood197077.0
December 2012FairSatisfactoryVery GoodGood197077.0
September 2011FairSatisfactoryVery GoodGood197077.0
October 2010FairSatisfactoryVery GoodGood197077.0
October 2009FairSatisfactoryVery GoodGood197077.0
December 2008FairSatisfactoryVery GoodGood197077.0
November 2007FairSatisfactoryVery GoodGood197075.0
October 2006FairSatisfactoryVery GoodSatisfactory197075.0
November 2005GoodGoodVery GoodVery Good197075.0
October 2004GoodGoodVery GoodGood197075.0
October 2003GoodGoodVery GoodGood197075.0
September 2002GoodGoodVery GoodVery Good197075.0
September 2001GoodGoodVery GoodVery Good197079.0
September 2000GoodGoodGoodGood197079.0
November 1999GoodGoodGoodGood197079.0
February 1998GoodGoodVery GoodGood197079.0
May 1996FairFairSatisfactorySatisfactory197078.0
March 1995FairFairSatisfactorySatisfactory197076.0
April 1994FairFairSatisfactorySatisfactory197076.0
March 1993FairFairSatisfactoryGood197076.0
November 1991FairSatisfactorySatisfactoryGood197077.0
April 1991FairSatisfactoryGoodSatisfactory197077.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Steel Girder/Beamlinear ft.2,4802,4701000
Steel Protective Coatingsq. ft.2,4802,4354500
Reinforced Concrete Decksq. ft.17,36014,4402,7501700
Wearing Surfacessq. ft.14,88013,6801,20000
Reinforced Concrete Columneach1212000
Reinforced Concrete Abutmentlinear ft.1401221800
Reinforced Concrete Pier Caplinear ft.2101981200
Strip Seal Jointlinear ft.112625000
Elastomeric Bearingeach4040000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.62032030000