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WOODLAND AVENUE over NS RR & GCRTA

Map 

Coordinates:
+41.48833, -81.62667
41°29'18" N, 81°37'36" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:WOODLAND AVENUE over NS RR & GCRTA
Structure number:1869787
Location:WOODLAND AVE OVER N&S RR
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Minor Arterial (Urban) [16]
Length of largest span:123.0 ft. [37.5 m]
Total length:356.3 ft. [108.6 m]
Roadway width between curbs:56.1 ft. [17.1 m]
Deck width edge-to-edge:73.2 ft. [22.3 m]
Vertical clearance below bridge:19.7 ft. [6.0 m]
Skew angle:56°
Owner:City or Municipal Highway Agency [04]
Year built:1931
Year reconstructed:2006
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:4
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: May 2015 

Status:Open, no restriction [A]
Average daily traffic:12,044 [as of 2005]
Truck traffic:9% 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Scour condition:Bridge not over waterway. [N]
Operating rating:74.8 tons [68.0 metric tons]
Inventory rating:44.9 tons [40.8 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:90.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$4,310,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201590.0Functionally obsoleteGoodVery GoodVery Good12044
August 201492.0Not deficientVery GoodVery GoodVery Good12044
May 201392.0Not deficientVery GoodVery GoodVery Good12044
May 201292.0Not deficientVery GoodVery GoodVery Good12044
June 201192.0Not deficientVery GoodVery GoodVery Good12044
August 201092.0Not deficientVery GoodExcellentVery Good12044
May 200992.0Not deficientVery GoodExcellentVery Good12044
July 200792.0Not deficientVery GoodExcellentVery Good12044
May 200135.2Structurally deficientSeriousSeriousSerious8840
April 200035.2Structurally deficientSeriousSeriousSerious8840
April 199935.2Structurally deficientSeriousSeriousSerious8840
April 199835.2Structurally deficientSeriousSeriousSerious8840
April 199735.2Structurally deficientSeriousSeriousSerious8840
October 199534.9Structurally deficientSeriousSeriousSerious8840
July 199434.9Structurally deficientSeriousSeriousSerious8840
May 199334.9Structurally deficientSeriousSeriousSerious8840
September 199134.9Structurally deficientSeriousSeriousSerious8840