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EASTCHESTER ROAD over NYCTA-DYRE AVE LN

Map

Coordinates:
+40.87242, -73.84398
40°52'21" N, 73°50'38" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:EASTCHESTER ROAD over NYCTA-DYRE AVE LN
Structure number:000000002241900
Location:IN BAYCHESTER
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:81.7 ft. [24.9 m]
Total length:134.8 ft. [41.1 m]
Roadway width between curbs:60.0 ft. [18.3 m]
Deck width edge-to-edge:100.1 ft. [30.5 m]
Vertical clearance below bridge:19.7 ft. [6.0 m]
Skew angle:41°
Owner:Other Local Agencies [25]
Year built:1906
Year reconstructed:1977
Historic significance:Historical significance is not determinable at this time [4]
Number of main spans:3
Main spans material:Steel [3]
Main spans design:Girder and floorbeam system [03]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: October 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:11,319 [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:Fair [5 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
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 desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:64.1
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$8,380,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2016FairSatisfactorySatisfactoryFair1131964.1
October 2014PoorSatisfactorySatisfactoryPoor1131549.7
November 2012PoorSatisfactorySatisfactoryPoor1130049.7
November 2010PoorSatisfactorySatisfactoryPoor1032449.8
August 2008PoorSatisfactorySatisfactoryPoor1032449.8
September 2006PoorSatisfactorySatisfactoryPoor1273665.7
September 2004FairSatisfactoryVery GoodFair1273663.7
July 2002FairSatisfactoryVery GoodFair1148565.1
February 2000FairSatisfactoryVery GoodFair1148569.2
December 1998FairSatisfactoryVery GoodFair1148569.2
October 1996PoorFairSatisfactoryPoor969450.0
January 1995PoorFairSatisfactoryPoor969450.4
January 1994PoorFairSatisfactoryPoor1040045.8
December 1992PoorFairFairPoor1040045.8
October 1990PoorFairFairPoor1040045.8

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.944936080
Steel Protective Coatingsq. ft.15,58010,1084,4980974
Deck
Reinforced Concrete Decksq. ft.15,00511,7992,9622440
Wearing Surfacessq. ft.8,3826,0262,35600
Superstructure
Steel Floor Beamlinear ft.2,5282,528000
Steel Protective Coatingsq. ft.9,1677,7021,46500
Substructure
Steel Columneach1414000
Steel Protective Coatingsq. ft.7216972400
Reinforced Concrete Abutmentlinear ft.31478781580
Joints
Compression Jointlinear ft.28416280420
Bearings
Movable Bearingeach1400140
Steel Protective Coatingsq. ft.701530025
Fixed Bearingeach77000
Steel Protective Coatingsq. ft.77000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.280280000
Steel Protective Coatingsq. ft.1,6101,610000