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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: March 2016 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:6,659 [as of 2015]
Truck traffic:5% 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]
Sufficiency rating:91.3
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$4,310,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201691.3GoodGoodVery GoodVery GoodFO6659
May 201590.0GoodGoodVery GoodVery GoodFO12044
August 201492.0GoodVery GoodVery GoodVery Good-12044
May 201392.0GoodVery GoodVery GoodVery Good-12044
May 201292.0GoodVery GoodVery GoodVery Good-12044
June 201192.0GoodVery GoodVery GoodVery Good-12044
August 201092.0GoodVery GoodExcellentVery Good-12044
May 200992.0GoodVery GoodExcellentVery Good-12044
July 200792.0GoodVery GoodExcellentVery Good-12044
May 200135.2PoorSeriousSeriousSeriousSD8840
April 200035.2PoorSeriousSeriousSeriousSD8840
April 199935.2PoorSeriousSeriousSeriousSD8840
April 199835.2PoorSeriousSeriousSeriousSD8840
April 199735.2PoorSeriousSeriousSeriousSD8840
October 199534.9PoorSeriousSeriousSeriousSD8840
July 199434.9PoorSeriousSeriousSeriousSD8840
May 199334.9PoorSeriousSeriousSeriousSD8840
September 199134.9PoorSeriousSeriousSeriousSD8840