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


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


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.
Reinforced Concrete Pier Walllinear ft.71215000
Reinforced Concrete Abutmentlinear ft.1421512700
Bridge Rail
Timber Bridge Raillinear ft.160160000
Masonry Bridge Raillinear ft.1601441600
Reinforced Concrete Slabsq. ft.5,0922,5452,54520
Wearing Surfacessq. ft.3,7603,00875200