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EAST 238TH STREET over RTE 907H, BRONX RIVER, M

Map

Coordinates:
+40.90086, -73.86094
40°54'03" N, 73°51'39" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:EAST 238TH STREET over RTE 907H, BRONX RIVER, M
Structure number:000000001067150
Location:4.6 MILES N JCT I95 & BRP
Purpose:Carries highway and pedestrian walkway over highway, waterway, and railroad
Route classification:Minor Arterial (Urban) [16]
Length of largest span:76.8 ft. [23.4 m]
Total length:775.0 ft. [236.2 m]
Roadway width between curbs:60.0 ft. [18.3 m]
Deck width edge-to-edge:75.1 ft. [22.9 m]
Vertical clearance below bridge:36.1 ft. [11.0 m]
Owner:City or Municipal Highway Agency [04]
Year built:1930
Historic significance:Historical significance is not determinable at this time [4]
Number of main spans:10
Main spans material:Concrete continuous [2]
Main spans design:Arch - Deck [11]
Deck type:Not applicable [N]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: October 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:11,433 [as of 2016]
Truck traffic:7% of total traffic
Superstructure condition:Fair [5 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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 foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:69.8
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$104,291,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2017Fair-FairSatisfactory1143369.8
September 2015Fair-FairSatisfactory1191369.8
October 2013Fair-FairSatisfactory1191369.8
October 2011Fair-FairSatisfactory1190069.8
December 2009Fair-FairSatisfactory1334369.7
November 2007Fair-FairSatisfactory1261470.7
July 2005Fair-FairSatisfactory1265070.7
July 2003Fair-FairSatisfactory1265070.7
November 2001Fair-FairSatisfactory1265069.2
November 1999FairFairFairGood1265068.2
October 1997Fair-FairFair1265050.8
September 1995Poor-PoorPoor1265032.1
September 1993Poor-FairPoor1265037.0
September 1991Poor-PoorPoor1265039.9

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Archlinear ft.6801254471080
Substructure
Reinforced Concrete Pier Walllinear ft.5530515380
Reinforced Concrete Abutmentlinear ft.153015300
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.1,36001,35190
Steel Protective Coatingsq. ft.20,690020,69000