AVENUE O over NYCTA SEA BEACH L
Map
Coordinates:
+40.61048, -73.9815640°36'38" N, 73°58'54" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.
Facts
Name: | AVENUE O over NYCTA SEA BEACH L |
Structure number: | 000000002243750 |
Location: | IN NEW UTRECHT |
Purpose: | Carries highway and pedestrian walkway over railroad |
Route classification: | Local (Urban) [19] |
Length of largest span: | 65.9 ft. [20.1 m] |
Total length: | 67.9 ft. [20.7 m] |
Roadway width between curbs: | 44.0 ft. [13.4 m] |
Deck width edge-to-edge: | 68.6 ft. [20.9 m] |
Vertical clearance below bridge: | 13.5 ft. [4.1 m] |
Owner: | Other Local Agencies [25] |
Year built: | 1995 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18+Mod / HS 20+Mod [6] |
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: August 2015
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Truck traffic: | 5% of total traffic |
Deck condition: | Very Good [8 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Superior to present desirable criteria [9] |
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: | 87.8 tons [79.8 metric tons] |
Inventory rating: | 51.9 tons [47.2 metric tons] |
Sufficiency rating: | 94.0 |
Recommended work: | Widening of existing bridge with deck rehabilitation or replacement. [34] |
Estimated cost of work: | $249,000 |
Previous Inspections
Date | Suff. Rating | Condition | Deck | Superstructure | Substructure | SD/FO | ADT |
---|
August 2015 | 94.0 | Good | Very Good | Very Good | Good | FO | - |
August 2013 | 93.7 | Good | Very Good | Very Good | Good | FO | 5650 |
September 2011 | 93.7 | Good | Very Good | Very Good | Good | FO | 5650 |
October 2009 | 93.7 | Good | Very Good | Very Good | Good | FO | 5650 |
September 2007 | 93.7 | Good | Very Good | Very Good | Good | FO | 5650 |
September 2005 | 93.7 | Good | Very Good | Very Good | Good | FO | 5650 |
October 2003 | 93.7 | Good | Very Good | Very Good | Good | - | 5650 |
November 2001 | 97.7 | Good | Very Good | Excellent | Very Good | - | 5650 |
October 1999 | 97.7 | Good | Very Good | Excellent | Very Good | - | 5650 |
November 1997 | 97.7 | Good | - | Very Good | Good | - | 5650 |
December 1995 | 97.8 | Fair | - | Very Good | Satisfactory | - | 3300 |
March 1995 | 23.4 | Poor | - | Poor | Serious | SD | 3300 |
July 1993 | 23.4 | Poor | - | Poor | Serious | SD | 3300 |
August 1992 | 41.7 | Poor | - | Poor | Poor | SD | 3300 |
October 1991 | 39.6 | Poor | - | Poor | Poor | SD | 3300 |