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FIFTH AVENUE over OVER I-670

Map

Coordinates:
+39.98556, -82.93917
39°59'08" N, 82°56'21" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

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:15.4 ft. [4.7 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: July 2016

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]
Operating rating:35.6 tons [32.4 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:86.3

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
July 201686.3GoodVery GoodVery GoodVery Good-11183
June 201583.2GoodVery GoodVery GoodVery Good-18660
June 201483.2GoodVery GoodVery GoodVery Good-18660
April 201383.2GoodVery GoodVery GoodVery Good-18660
May 201283.2GoodVery GoodVery GoodVery Good-18660
June 201183.2GoodVery GoodVery GoodVery Good-18660
July 201083.1GoodVery GoodVery GoodVery Good-18810
August 200983.1GoodVery GoodVery GoodVery Good-18810
March 200883.1GoodVery GoodVery GoodVery Good-18810
August 200783.1GoodVery GoodVery GoodVery GoodFO18810
March 200676.0GoodVery GoodVery GoodVery GoodFO96110
December 200484.8GoodVery GoodVery GoodVery GoodFO10000
November 200284.8GoodVery GoodVery GoodVery GoodFO10000
December 199989.0GoodVery GoodVery GoodVery Good-10000
November 199889.0GoodVery GoodVery GoodVery Good-10000
October 199689.0GoodVery GoodVery GoodVery Good-10000
January 199688.9GoodVery GoodVery GoodVery Good-10000
December 199488.9GoodVery GoodVery GoodVery Good-10000
September 199388.9GoodVery GoodVery GoodVery Good-10000
September 199288.9GoodVery GoodVery GoodVery Good-10000
September 199188.9GoodVery GoodVery GoodVery Good-10000