WEST 239TH STREET over RTE 907V, RTE 907V


+40.88945, -73.90884
40°53'22" N, 73°54'32" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:WEST 239TH STREET over RTE 907V, RTE 907V
Structure number:000000002229470
Location:1.1 MI NE H.HUDSON BR+9A
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:38.7 ft. [11.8 m]
Total length:84.0 ft. [25.6 m]
Roadway width between curbs:46.6 ft. [14.2 m]
Deck width edge-to-edge:73.2 ft. [22.3 m]
Vertical clearance below bridge:9.8 ft. [3.0 m]
Owner:City or Municipal Highway Agency [04]
Year built:1937
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:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: June 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:9,367 [as of 2009]
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:Meets minimum tolerable limits to be left in place as is [4]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:65.8
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$5,932,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2017FairSatisfactorySatisfactorySatisfactory936765.8
June 2015FairSatisfactorySatisfactorySatisfactory989965.8
June 2013FairSatisfactorySatisfactorySatisfactory1116165.8
April 2011FairSatisfactorySatisfactorySatisfactory1116165.8
May 2009FairSatisfactorySatisfactorySatisfactory1116165.8
May 2007FairGoodSatisfactorySatisfactory1116165.8
May 2005Fair-FairFair1116151.3
June 2003Fair-FairSatisfactory1116151.3
August 2001Fair-FairSatisfactory1262951.0
July 1999Fair-FairSatisfactory1262951.0
May 1997FairFairFairFair1262950.0
June 1995Poor-PoorPoor320037.9
June 1993Poor-PoorPoor320037.9
September 1991Poor-PoorPoor320041.8

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
Reinforced Concrete Pier Walllinear ft.7407400
Reinforced Concrete Abutmentlinear ft.162828000
Bridge Rail
Masonry Bridge Raillinear ft.160808000
Reinforced Concrete Slabsq. ft.5,4401,0884,34660
Wearing Surfacessq. ft.3,9203,13678400