Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:ERIE AVENUE over Abandoned N & W RAILROAD
Structure number:3160602
Location:200 FT S OF ASHWTH & ERIE
Route classification:Collector (Urban) [17]
Length of largest span:32.2 ft. [9.8 m]
Total length:34.1 ft. [10.4 m]
Roadway width between curbs:56.1 ft. [17.1 m]
Deck width edge-to-edge:74.5 ft. [22.7 m]
Vertical clearance below bridge:20.3 ft. [6.2 m]
Skew angle:29°
Owner:City or Municipal Highway Agency [04]
Year built:2001
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18+Mod / HS 20+Mod [6]
Main span material:Prestressed concrete [5]
Main span design:Box beam or girders - Multiple [05]
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: May 2015 

Status:Open, no restriction [A]
Average daily traffic:11,200 [as of 2001]
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry 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:106.9 tons [97.2 metric tons]
Inventory rating:75.9 tons [69.0 metric tons]
Sufficiency rating:99.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201599.0Not deficientVery GoodVery GoodGood11200
March 201495.0Functionally obsoleteVery GoodVery GoodGood11200
June 201295.0Functionally obsoleteVery GoodVery GoodGood11200
June 201195.0Functionally obsoleteVery GoodVery GoodGood11200
July 201095.0Functionally obsoleteVery GoodExcellentGood11200
May 200995.0Not deficientVery GoodExcellentGood11200
May 200895.0Not deficientVery GoodExcellentGood11200
July 200795.0Not deficientVery GoodExcellentGood11200
200097.0Not deficient---11200