EAST 233RD STREET over METRO NO COMMUTER
Map
Coordinates:
+40.89516, -73.8628940°53'43" N, 73°51'46" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.
Facts
Name: | EAST 233RD STREET over METRO NO COMMUTER |
Structure number: | 000000002241870 |
Location: | 233RD ST / METRO NO COMM |
Purpose: | Carries highway and pedestrian walkway over railroad |
Route classification: | Other Principal Arterial (Urban) [14] |
Length of largest span: | 77.8 ft. [23.7 m] |
Total length: | 79.7 ft. [24.3 m] |
Roadway width between curbs: | 69.9 ft. [21.3 m] |
Deck width edge-to-edge: | 95.8 ft. [29.2 m] |
Vertical clearance below bridge: | 15.7 ft. [4.8 m] |
Skew angle: | 4° |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 1904 |
Year reconstructed: | 1981 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Main span material: | Prestressed concrete [5] |
Main span design: | Box beam or girders - Multiple [05] |
Deck type: | Not applicable [N] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: May 2016
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 31,448 [as of 2016] |
Truck traffic: | 7% 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: | 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: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Operating rating: | 103.7 tons [94.3 metric tons] |
Inventory rating: | 57.9 tons [52.6 metric tons] |
Sufficiency rating: | 66.9 |
Recommended work: | Widening of existing bridge with deck rehabilitation or replacement. [34] |
Estimated cost of work: | $4,570,000 |
Previous Inspections
Date | Suff. Rating | Condition | Deck | Superstructure | Substructure | SD/FO | ADT |
---|
May 2016 | 66.9 | Fair | Satisfactory | Good | Satisfactory | FO | 31448 |
April 2014 | 66.3 | Fair | Satisfactory | Good | Satisfactory | FO | 33931 |
April 2012 | 66.3 | Fair | Satisfactory | Good | Satisfactory | FO | 33931 |
May 2010 | 66.3 | Fair | Satisfactory | Good | Satisfactory | FO | 33931 |
May 2008 | 66.1 | Fair | Satisfactory | Good | Satisfactory | FO | 34683 |
April 2006 | 66.3 | Fair | Satisfactory | Satisfactory | Satisfactory | FO | 33931 |
April 2004 | 66.3 | Fair | Satisfactory | Satisfactory | Satisfactory | FO | 33931 |
March 2002 | 55.0 | Fair | Satisfactory | Satisfactory | Satisfactory | FO | 33931 |
March 2000 | 70.8 | Fair | Satisfactory | Satisfactory | Satisfactory | FO | 33931 |
November 1998 | 70.8 | Fair | Satisfactory | Satisfactory | Satisfactory | FO | 33931 |
May 1996 | 57.3 | Fair | - | Satisfactory | Fair | FO | 29621 |
August 1994 | 59.7 | Fair | - | Satisfactory | Fair | FO | 24000 |
August 1992 | 59.7 | Fair | - | Satisfactory | Fair | FO | 24000 |
August 1990 | 59.7 | Fair | - | Satisfactory | Fair | FO | 24000 |