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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 2015 

Status:Open, no restriction [A]
Average daily traffic:11,197 [as of 2010]
Truck traffic:10% 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:80.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201580.0Not deficientGoodVery GoodVery Good11197
November 201480.0Not deficientGoodVery GoodVery Good11197
July 201380.4Not deficientGoodVery GoodVery Good8800
September 201280.4Not deficientGoodVery GoodVery Good8800
September 201180.4Not deficientGoodVery GoodVery Good8800
November 201080.4Not deficientGoodVery GoodVery Good8800
November 200780.4Not deficientGoodVery GoodVery Good8800
November 200680.4Not deficientVery GoodVery GoodVery Good8800
September 200580.4Not deficientVery GoodVery GoodVery Good8800
September 200480.4Not deficientVery GoodVery GoodVery Good8800
December 200280.4Not deficientVery GoodVery GoodVery Good8800
December 200180.4Not deficientVery GoodVery GoodVery Good8800
December 200080.4Not deficientVery GoodVery GoodVery Good8800
November 199880.4Not deficientVery GoodVery GoodVery Good8800
December 199780.4Not deficientVery GoodVery GoodVery Good8800
December 199680.4Not deficientVery GoodVery GoodVery Good8800
December 199580.3Not deficientVery GoodVery GoodVery Good8800
December 199480.3Not deficientVery GoodVery GoodVery Good8800
December 199380.3Not deficientExcellentExcellentExcellent8800
199380.3Not deficient---8800