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ABBEY AVE. over SCRANTON RD CONRL N&S RR

Map 

Coordinates:
+41.48333, -81.69500
41°28'60" N, 81°41'42" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:ABBEY AVE. over SCRANTON RD CONRL N&S RR
Structure number:1870084
Location:WEST OF WEST 14TH ST.
Purpose:Carries highway and pedestrian walkway over highway and railroad
Route classification:Collector (Urban) [17]
Length of largest span:149.9 ft. [45.7 m]
Total length:1097.2 ft. [334.4 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:43.0 ft. [13.1 m]
Vertical clearance below bridge:62.0 ft. [18.9 m]
Owner:City or Municipal Highway Agency [04]
Year built:1991
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:8
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: April 2015 

Status:Open, no restriction [A]
Average daily traffic:7,000 [as of 1991]
Truck traffic:13% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Scour condition:Bridge not over waterway. [N]
Operating rating:106.9 tons [97.2 metric tons]
Inventory rating:106.9 tons [97.2 metric tons]
Sufficiency rating:80.2

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201580.2Not deficientGoodGoodGood7000
April 201380.2Not deficientGoodGoodGood7000
August 201281.2Not deficientGoodGoodGood7000
August 201181.2Not deficientSatisfactoryGoodGood7000
August 201082.2Not deficientSatisfactoryGoodGood7000
June 200882.2Not deficientSatisfactoryGoodGood7000
April 200782.2Not deficientGoodGoodGood7000
May 200682.2Not deficientGoodGoodGood7000
September 200282.2Not deficientVery GoodVery GoodVery Good7000
June 200082.2Not deficientVery GoodExcellentExcellent7000
June 199982.2Not deficientVery GoodExcellentExcellent7000
July 199882.2Not deficientVery GoodExcellentExcellent7000
June 199782.2Not deficientExcellentExcellentExcellent7000
August 199682.2Not deficientExcellentExcellentExcellent7000
January 199682.3Not deficientExcellentExcellentExcellent7000
September 199482.3Not deficientExcellentExcellentExcellent7000