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BROAD STREET over 907G SB-907K Ramp, BRONX

Map

Coordinates:
+40.92711, -73.83983
40°55'38" N, 73°50'23" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:BROAD STREET over 907G SB-907K Ramp, BRONX
Structure number:000000003348370
Location:1.3 MI E DUNWOODIE
Purpose:Carries highway and pedestrian walkway over highway, waterway, and railroad
Route classification:Local (Urban) [19]
Length of largest span:93.8 ft. [28.6 m]
Total length:582.0 ft. [177.4 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:40.0 ft. [12.2 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Owner:County Highway Agency [02]
Year built:1923
Year reconstructed:1985
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:6
Main spans material:Concrete [1]
Main spans design:Arch - Deck [11]
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:10% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Equal to present minimum criteria [6]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge is scour critical; bridge foundations determined to be unstable. [3]
Sufficiency rating:77.9
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$24,596,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2017FairSatisfactoryGoodSatisfactory-77.9
July 2015Fair-SatisfactorySatisfactory-77.9
August 2013Fair-SatisfactorySatisfactory1174655.1
August 2011Fair-SatisfactoryFair1174645.2
August 2009Fair-SatisfactoryFair1372148.6
August 2007Fair-SatisfactoryFair1174649.2
September 2005Fair-SatisfactoryFair1174645.9
May 2003Fair-SatisfactoryFair1174645.9
September 2001Fair-SatisfactoryFair1174644.9
December 1999Fair-SatisfactoryFair1174647.1
November 1997Poor-FairPoor1174629.4
November 1995Poor-PoorPoor1174625.9
December 1993Poor-PoorPoor1600023.0
August 1991Poor-PoorPoor1600027.1

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.180180000
Reinforced Concrete Stringerlinear ft.5757000
Deck
Reinforced Concrete Decksq. ft.25,68021,3934,1521350
Wearing Surfacessq. ft.15,51013,3202,19000
Superstructure
Reinforced Concrete Archlinear ft.53423429190
Reinforced Concrete Floor Beamlinear ft.180180000
Substructure
Reinforced Concrete Columneach77000
Reinforced Concrete Pier Walllinear ft.160946600
Reinforced Concrete Abutmentlinear ft.101524900
Reinforced Concrete Pile Cap/Footinglinear ft.99168120
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.986986000
Steel Protective Coatingsq. ft.6,2505,56069000
Reinforced Concrete Bridge Raillinear ft.120120000