E 233RD ST over BRONX RIVER
Map
Coordinates:
+40.89490, -73.8621640°53'42" N, 73°51'44" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | E 233RD ST over BRONX RIVER |
Structure number: | 000000002242459 |
Location: | IN WOODLAWN |
Purpose: | Carries highway and pedestrian walkway over waterway |
Route classification: | Other Principal Arterial (Urban) [14] |
Length of largest span: | 71.9 ft. [21.9 m] |
Total length: | 71.9 ft. [21.9 m] |
Roadway width between curbs: | 69.9 ft. [21.3 m] |
Deck width edge-to-edge: | 98.8 ft. [30.1 m] |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 1904 |
Historic significance: | Bridge is eligible for the National Register of Historic Places [2] |
Main span material: | Concrete [1] |
Main span design: | Arch - Deck [11] |
Deck type: | Not applicable [N] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: January 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 30,994 [as of 2016] |
Truck traffic: | 7% of total traffic |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Fair [5 out of 9] |
Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
Water adequacy appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
Channel protection: | Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 45.0 |
Recommended work: | Widening of existing bridge with deck rehabilitation or replacement. [34] |
Estimated cost of work: | $12,400,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
January 2018 | Fair | - | Fair | Fair | 30994 | 45.0 |
February 2016 | Fair | - | Fair | Fair | 31448 | 37.6 |
February 2014 | Fair | - | Fair | Fair | 22403 | 38.9 |
February 2012 | Fair | - | Fair | Fair | 22400 | 38.9 |
March 2010 | Fair | - | Fair | Fair | 32826 | 37.4 |
May 2008 | Fair | - | Fair | Fair | 32826 | 37.4 |
May 2006 | Fair | - | Fair | Fair | 30204 | 37.8 |
May 2004 | Fair | - | Fair | Fair | 32826 | 37.4 |
May 2002 | Fair | - | Fair | Fair | 29621 | 35.7 |
May 2000 | Fair | - | Fair | Satisfactory | 29621 | 35.7 |
June 1998 | Fair | - | Fair | Satisfactory | 29621 | 35.7 |
April 1996 | Poor | - | Poor | Poor | 29621 | 12.2 |
May 1994 | Poor | - | Poor | Poor | 24000 | 10.2 |
May 1992 | Poor | - | Poor | Fair | 24000 | 10.2 |
May 1990 | Poor | - | Poor | Fair | 24000 | 25.5 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Superstructure |
Reinforced Concrete Arch | linear ft. | 52 | 0 | 52 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 196 | 0 | 146 | 50 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 144 | 141 | 0 | 3 | 0 |
Steel Protective Coating | sq. ft. | 576 | 432 | 144 | 0 | 0 |
Reinforced Concrete Bridge Rail | linear ft. | 144 | 0 | 144 | 0 | 0 |