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JOYCE AVENUE over (O) NS RAILROAD

Map

Coordinates:
+39.98950, -82.96651
39°59'22" N, 82°57'59" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:JOYCE AVENUE over (O) NS RAILROAD
Structure number:2560798
Location:1600 FT N/5TH AVENUE
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Collector (Urban) [17]
Length of largest span:87.9 ft. [26.8 m]
Total length:784.2 ft. [239.0 m]
Roadway width between curbs:28.9 ft. [8.8 m]
Deck width edge-to-edge:37.4 ft. [11.4 m]
Vertical clearance below bridge:19.7 ft. [6.0 m]
Owner:City or Municipal Highway Agency [04]
Year built:1992
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:7
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 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:12,195 [as of 2015]
Truck traffic:7% 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:79.8

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2017GoodVery GoodVery GoodVery Good1219579.8
December 2016GoodGoodVery GoodVery Good1219579.8
December 2015GoodGoodVery GoodVery Good1119780.0
November 2014GoodGoodVery GoodVery Good1119780.0
July 2013GoodGoodVery GoodVery Good880080.4
September 2012GoodGoodVery GoodVery Good880080.4
September 2011GoodGoodVery GoodVery Good880080.4
November 2010GoodGoodVery GoodVery Good880080.4
November 2007GoodGoodVery GoodVery Good880080.4
November 2006GoodVery GoodVery GoodVery Good880080.4
September 2005GoodVery GoodVery GoodVery Good880080.4
September 2004GoodVery GoodVery GoodVery Good880080.4
December 2002GoodVery GoodVery GoodVery Good880080.4
December 2001GoodVery GoodVery GoodVery Good880080.4
December 2000GoodVery GoodVery GoodVery Good880080.4
November 1998GoodVery GoodVery GoodVery Good880080.4
December 1997GoodVery GoodVery GoodVery Good880080.4
December 1996GoodVery GoodVery GoodVery Good880080.4
December 1995GoodVery GoodVery GoodVery Good880080.3
December 1994GoodVery GoodVery GoodVery Good880080.3
December 1993GoodExcellentExcellentExcellent880080.3