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W 38TH STREET over DYER AVENUE

Map

Coordinates:
+40.75644, -73.99576
40°45'23" N, 73°59'45" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:W 38TH STREET over DYER AVENUE
Structure number:000000005522370
Location:IN WEST MANHATTAN
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Local (Urban) [19]
Length of largest span:116.8 ft. [35.6 m]
Total length:120.1 ft. [36.6 m]
Roadway width between curbs:38.1 ft. [11.6 m]
Deck width edge-to-edge:60.0 ft. [18.3 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:31°
Owner:Local Toll Authority [32]
Year built:1935
Year reconstructed:1971
Historic significance:Historical significance is not determinable at this time [4]
Main span material:Steel [3]
Main span design:Girder and floorbeam system [03]
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: June 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:7,546 [as of 2016]
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:73.6
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$7,246,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2017FairSatisfactorySatisfactorySatisfactory754673.6
July 2015FairSatisfactorySatisfactorySatisfactory974773.2
July 2013FairSatisfactorySatisfactorySatisfactory531173.5
July 2011FairSatisfactorySatisfactorySatisfactory531173.5
July 2009FairSatisfactorySatisfactorySatisfactory531173.5
October 2007FairSatisfactorySatisfactorySatisfactory531173.5
August 2005FairSatisfactorySatisfactorySatisfactory531173.5
October 2003FairSatisfactorySatisfactorySatisfactory531173.5
October 2001FairSatisfactorySatisfactorySatisfactory531172.7
September 1999FairSatisfactorySatisfactorySatisfactory531172.7
July 1997FairSatisfactorySatisfactorySatisfactory560072.7
August 1995FairFairFairFair560060.1
October 1993FairFairFairFair560060.1
September 1991FairFairFairFair560060.3

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.237023700
Steel Protective Coatingsq. ft.7,70304,6223,0810
Steel Stringerlinear ft.1,30465265200
Steel Protective Coatingsq. ft.13,04007,8245,2160
Deck
Reinforced Concrete Decksq. ft.7,1127,112000
Wearing Surfacessq. ft.4,5031,8012,70200
Superstructure
Steel Floor Beamlinear ft.343343000
Steel Protective Coatingsq. ft.5,14503,0872,0580
Substructure
Reinforced Concrete Abutmentlinear ft.20020
Joints
Compression Jointlinear ft.144014400
Bearings
Movable Bearingeach139130
Steel Protective Coatingsq. ft.6506050
Fixed Bearingeach1313000
Steel Protective Coatingsq. ft.6506500