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JOYCE AVENUE over (O) NS RAILROAD

Map

Coordinates:
+39.99000, -82.96667
39°59'24" N, 82°58'00" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

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:21.7 ft. [6.6 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: December 2016

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:Good [7 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]
Operating rating:82.3 tons [74.8 metric tons]
Inventory rating:40.3 tons [36.6 metric tons]
Sufficiency rating:79.8

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201679.8GoodGoodVery GoodVery Good-12195
December 201580.0GoodGoodVery GoodVery Good-11197
November 201480.0GoodGoodVery GoodVery Good-11197
July 201380.4GoodGoodVery GoodVery Good-8800
September 201280.4GoodGoodVery GoodVery Good-8800
September 201180.4GoodGoodVery GoodVery Good-8800
November 201080.4GoodGoodVery GoodVery Good-8800
November 200780.4GoodGoodVery GoodVery Good-8800
November 200680.4GoodVery GoodVery GoodVery Good-8800
September 200580.4GoodVery GoodVery GoodVery Good-8800
September 200480.4GoodVery GoodVery GoodVery Good-8800
December 200280.4GoodVery GoodVery GoodVery Good-8800
December 200180.4GoodVery GoodVery GoodVery Good-8800
December 200080.4GoodVery GoodVery GoodVery Good-8800
November 199880.4GoodVery GoodVery GoodVery Good-8800
December 199780.4GoodVery GoodVery GoodVery Good-8800
December 199680.4GoodVery GoodVery GoodVery Good-8800
December 199580.3GoodVery GoodVery GoodVery Good-8800
December 199480.3GoodVery GoodVery GoodVery Good-8800
December 199380.3GoodExcellentExcellentExcellent-8800