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FIFTH AVENUE over OVER I-670

Map

Coordinates:
+39.98567, -82.93946
39°59'08" N, 82°56'22" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FIFTH AVENUE over OVER I-670
Structure number:2517841
Location:2.88 MI W OF IR270
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:113.5 ft. [34.6 m]
Total length:229.0 ft. [69.8 m]
Roadway width between curbs:75.1 ft. [22.9 m]
Deck width edge-to-edge:86.9 ft. [26.5 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:11°
Owner:State Highway Agency [01]
Year built:1989
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: June 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:11,183 [as of 2015]
Truck traffic:3% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:86.3

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2017GoodVery GoodVery GoodVery Good1118386.3
July 2016GoodVery GoodVery GoodVery Good1118386.3
June 2015GoodVery GoodVery GoodVery Good1866083.2
June 2014GoodVery GoodVery GoodVery Good1866083.2
April 2013GoodVery GoodVery GoodVery Good1866083.2
May 2012GoodVery GoodVery GoodVery Good1866083.2
June 2011GoodVery GoodVery GoodVery Good1866083.2
July 2010GoodVery GoodVery GoodVery Good1881083.1
August 2009GoodVery GoodVery GoodVery Good1881083.1
March 2008GoodVery GoodVery GoodVery Good1881083.1
August 2007GoodVery GoodVery GoodVery Good1881083.1
March 2006GoodVery GoodVery GoodVery Good9611076.0
December 2004GoodVery GoodVery GoodVery Good1000084.8
November 2002GoodVery GoodVery GoodVery Good1000084.8
December 1999GoodVery GoodVery GoodVery Good1000089.0
November 1998GoodVery GoodVery GoodVery Good1000089.0
October 1996GoodVery GoodVery GoodVery Good1000089.0
January 1996GoodVery GoodVery GoodVery Good1000088.9
December 1994GoodVery GoodVery GoodVery Good1000088.9
September 1993GoodVery GoodVery GoodVery Good1000088.9
September 1992GoodVery GoodVery GoodVery Good1000088.9
September 1991GoodVery GoodVery GoodVery Good1000088.9