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EAST 89TH ST over N&W/PC RR C&S RAPID-RTA2

Map 

Coordinates:
+41.48833, -81.62500
41°29'18" N, 81°37'30" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:EAST 89TH ST over N&W/PC RR C&S RAPID-RTA2
Structure number:1869795
Location:N. OFF WOODLAND AVE-E 89
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Collector (Urban) [17]
Length of largest span:44.9 ft. [13.7 m]
Total length:246.1 ft. [75.0 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:60.7 ft. [18.5 m]
Vertical clearance below bridge:19.4 ft. [5.9 m]
Skew angle:35°
Owner:City or Municipal Highway Agency [04]
Year built:1931
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:6
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: July 2015 

Status:Bridge closed to all traffic [K]
Average daily traffic:1,070 [as of 1972]
Truck traffic:9% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Serious [3 out of 9]
Substructure condition:Imminent Failure [1 out of 9]
Deck geometry appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Scour condition:Bridge not over waterway. [N]
Evaluation:Structurally deficient [1]
Sufficiency rating:32.9
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$585,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
July 201532.9Structurally deficientPoorSeriousImminent Failure1070
August 201432.9Structurally deficientPoorSeriousCritical1070
June 201142.8Structurally deficientFairSeriousSerious1070
August 201042.8Structurally deficientFairPoorSerious1070
August 200742.8Structurally deficientFairFairSerious1070
August 200657.0Structurally deficientFairFairPoor1070
April 200557.0Structurally deficientFairFairPoor1070
July 200361.0Structurally deficientSatisfactorySatisfactoryPoor1070
June 200288.2Functionally obsoleteSatisfactorySatisfactorySatisfactory1070
April 200088.2Functionally obsoleteSatisfactorySatisfactorySatisfactory1070
April 199988.2Functionally obsoleteSatisfactorySatisfactorySatisfactory1070
November 199888.2Functionally obsoleteSatisfactorySatisfactorySatisfactory1070
April 199735.0Structurally deficientFairFairCritical1070
October 199535.0Structurally deficientFairFairCritical1070
July 199435.0Structurally deficientFairFairCritical1070
May 199330.8Structurally deficientSeriousPoorCritical1070
July 199130.8Structurally deficientSeriousPoorCritical1070