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EAST 241ST STREET over RTE 907H, BRONX RIVER, M

Map

Coordinates:
+40.90625, -73.85651
40°54'22" N, 73°51'23" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:EAST 241ST STREET over RTE 907H, BRONX RIVER, M
Structure number:000000002241890
Location:AT WAKEFIELD
Purpose:Carries highway and pedestrian walkway over highway, waterway, and railroad
Route classification:Local (Urban) [19]
Length of largest span:89.9 ft. [27.4 m]
Total length:996.1 ft. [303.6 m]
Roadway width between curbs:36.1 ft. [11.0 m]
Deck width edge-to-edge:49.5 ft. [15.1 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Owner:City or Municipal Highway Agency [04]
Year built:1913
Historic significance:Historical significance is not determinable at this time [4]
Number of main spans:24
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: November 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:15,421 [as of 2017]
Truck traffic:4% 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:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Meets minimum tolerable limits to be left in place as is [4]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:50.1
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$32,370,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2017FairSatisfactorySatisfactorySatisfactory1542150.1
October 2015FairFairSatisfactorySatisfactory1396352.0
November 2013FairFairSatisfactorySatisfactory1173752.0
October 2011FairFairSatisfactorySatisfactory1173749.5
October 2009FairSatisfactorySatisfactorySatisfactory1173749.5
November 2007FairSatisfactorySatisfactorySatisfactory1173749.5
July 2005FairSatisfactorySatisfactorySatisfactory1173751.5
November 2003FairSatisfactorySatisfactorySatisfactory1173755.1
November 2001FairSatisfactoryGoodSatisfactory993451.7
October 1999FairFairSatisfactorySatisfactory993451.7
December 1997FairFairFairFair993442.3
October 1995PoorPoorPoorPoor90046.8
September 1993PoorPoorPoorPoor90046.8
October 1991PoorPoorPoorPoor90046.8

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.9,1521648,910780
Steel Protective Coatingsq. ft.103,741101,0042,523104110
Deck
Reinforced Concrete Decksq. ft.53,68917,18835,8056960
Wearing Surfacessq. ft.38,1351,36836,4353320
Substructure
Steel Columneach6906900
Steel Protective Coatingsq. ft.5,3444,90044400
Reinforced Concrete Pier Walllinear ft.5370514230
Reinforced Concrete Abutmentlinear ft.103366430
Reinforced Concrete Pile Cap/Footinglinear ft.99000
Steel Pileeach2102100
Steel Pier Caplinear ft.1,13601,13420
Steel Protective Coatingsq. ft.12,51111,70780400
Joints
Compression Jointlinear ft.53002103200
Bearings
Movable Bearingeach54018306
Steel Protective Coatingsq. ft.27080160300
Fixed Bearingeach1981622790
Steel Protective Coatingsq. ft.441358511418
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.2,0642,064000
Steel Protective Coatingsq. ft.9,7409,37736300