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CANAL ROAD over B&O RR UNDER N&S RR

Map 

Coordinates:
+41.49000, -81.68500
41°29'24" N, 81°41'06" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:CANAL ROAD over B&O RR UNDER N&S RR
Structure number:1866427
Location:NE OFF WEST 3 ST (FLATS)
Purpose:Carries highway and pedestrian walkway over railroad and waterway
Route classification:Collector (Urban) [17]
Length of largest span:56.1 ft. [17.1 m]
Total length:59.1 ft. [18.0 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:30.8 ft. [9.4 m]
Vertical clearance above deck:12.8 ft. [3.9 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Owner:City or Municipal Highway Agency [04]
Year built:1902
Year reconstructed:1965
Historic significance:Historical significance is not determinable at this time [4]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Closed Grating [4]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: March 2015 

Status:Posted for load [P]
Average daily traffic:500 [as of 1990]
Truck traffic:50% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Critical [2 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Meets minimum tolerable limits to be left in place as is [4]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:106.9 tons [97.2 metric tons]
Inventory rating:89.1 tons [81.0 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:10.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$27,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201510.0Structurally deficientFairFairCritical500
September 201310.0Structurally deficientSeriousCriticalPoor500
November 201210.0Structurally deficientSeriousCriticalPoor500
June 201110.0Structurally deficientSeriousCriticalPoor500
May 201010.0Structurally deficientSeriousCriticalPoor500
May 200910.0Structurally deficientSeriousCriticalPoor500
July 200810.0Structurally deficientSeriousCriticalPoor500
July 200630.6Structurally deficientSeriousPoorSerious500
July 200530.6Structurally deficientSeriousPoorSerious500
January 200430.6Structurally deficientSeriousPoorSerious500
August 200259.9Functionally obsoleteFairFairFair500
June 200060.9Functionally obsoleteSatisfactorySatisfactoryFair500
June 199960.9Functionally obsoleteSatisfactorySatisfactoryFair500
June 199860.9Functionally obsoleteSatisfactorySatisfactoryFair500
June 199760.9Functionally obsoleteSatisfactorySatisfactoryFair500
May 199660.9Functionally obsoleteSatisfactorySatisfactoryFair500
November 199559.9Functionally obsoleteSatisfactorySatisfactoryFair500
May 199458.9Functionally obsoleteFairSatisfactoryFair500
April 199358.9Structurally deficientPoorFairFair500
July 199159.9Functionally obsoleteFairSatisfactoryFair500