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WEST 246TH STREET over RTE 907V, RTE 907V

Map

Coordinates:
+40.89359, -73.90829
40°53'37" N, 73°54'30" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:WEST 246TH STREET over RTE 907V, RTE 907V
Structure number:000000002229490
Location:1.4 MI NE H.HUDSON BR+9A
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Local (Urban) [19]
Length of largest span:40.0 ft. [12.2 m]
Total length:83.0 ft. [25.3 m]
Roadway width between curbs:44.6 ft. [13.6 m]
Deck width edge-to-edge:66.9 ft. [20.4 m]
Vertical clearance below bridge:9.8 ft. [3.0 m]
Skew angle:
Owner:City or Municipal Highway Agency [04]
Year built:1938
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:2
Main spans material:Concrete continuous [2]
Main spans 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]
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: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:83.5
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$5,819,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2017FairSatisfactorySatisfactorySatisfactory-83.5
June 2015FairSatisfactorySatisfactorySatisfactory-84.4
June 2013FairSatisfactorySatisfactorySatisfactory619269.4
April 2011FairGoodGoodSatisfactory619269.4
May 2009FairFairFairSatisfactory619253.8
May 2007FairFairFairSatisfactory619253.8
April 2005Fair-FairSatisfactory619254.8
April 2003Fair-FairSatisfactory619254.8
June 2001Fair-FairSatisfactory701454.0
August 1999FairFairFairSatisfactory701453.0
January 1998Fair-FairSatisfactory701454.0
January 1996Poor-PoorFair701439.9
February 1994Poor-PoorFair330039.9
March 1992Poor-PoorFair330039.9
April 1990Poor-PoorFair330030.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Reinforced Concrete Pier Walllinear ft.71215000
Reinforced Concrete Abutmentlinear ft.1421512700
Bridge Rail
Timber Bridge Raillinear ft.160160000
Masonry Bridge Raillinear ft.1601441600
Deck
Reinforced Concrete Slabsq. ft.5,0922,5452,54520
Wearing Surfacessq. ft.3,7603,00875200