W. 36TH ST & DYER over RTE I495


+40.75521, -73.99665
40°45'19" N, 73°59'48" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:W. 36TH ST & DYER over RTE I495
Structure number:000000005523910
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Collector (Urban) [17]
Length of largest span:30.8 ft. [9.4 m]
Total length:33.1 ft. [10.1 m]
Roadway width between curbs:68.9 ft. [21.0 m]
Deck width edge-to-edge:318.3 ft. [97.0 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Owner:Local Toll Authority [32]
Year built:1954
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Main span material:Concrete [1]
Main span design:Frame [07]
Deck type:Not applicable [N]
Wearing surface:Bituminous [6]

Latest Available Inspection: June 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:10,652 [as of 2011]
Truck traffic:7% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:75.0
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$17,544,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2017FairSatisfactorySatisfactorySatisfactory1065275.0
June 2015FairSatisfactorySatisfactorySatisfactory1069175.0
July 2013FairSatisfactorySatisfactorySatisfactory650075.0
July 2011FairSatisfactorySatisfactorySatisfactory650075.0
July 2009FairSatisfactorySatisfactorySatisfactory420075.0
October 2007FairSatisfactorySatisfactorySatisfactory650075.0
August 2005FairSatisfactorySatisfactorySatisfactory650075.0
October 2003FairSatisfactorySatisfactorySatisfactory650075.0
October 2001FairSatisfactorySatisfactorySatisfactory650075.0
September 1999FairSatisfactorySatisfactorySatisfactory650075.0
July 1997Fair-SatisfactorySatisfactory650075.0
July 1995Poor-PoorFair650048.0
September 1993Fair-SatisfactoryFair650064.0
September 1991Fair-SatisfactoryFair650064.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
Reinforced Concrete Abutmentlinear ft.20200
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.60303000
Reinforced Concrete Slabsq. ft.20020
Wearing Surfacessq. ft.4,8822,4412,44100