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

Map

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

Facts

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.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Reinforced Concrete Pier Walllinear ft.7407400
Reinforced Concrete Abutmentlinear ft.162828000
Bridge Rail
Masonry Bridge Raillinear ft.160808000
Deck
Reinforced Concrete Slabsq. ft.5,4401,0884,34660
Wearing Surfacessq. ft.3,9203,13678400