RTE 25 over FIRST AVENUE
Map
Coordinates:
+40.75962, -73.9619640°45'35" N, 73°57'43" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | RTE 25 over FIRST AVENUE |
Structure number: | 00000000224004B |
Location: | QUEENSBORO BR OVR EAST RV |
Purpose: | Carries highway over highway |
Route classification: | Other Principal Arterial (Urban) [14] |
Length of largest span: | 144.7 ft. [44.1 m] |
Total length: | 492.8 ft. [150.2 m] |
Roadway width between curbs: | 22.0 ft. [6.7 m] |
Deck width edge-to-edge: | 29.9 ft. [9.1 m] |
Vertical clearance above deck: | 16.1 ft. [4.9 m] |
Vertical clearance below bridge: | 15.4 ft. [4.7 m] |
Skew angle: | 11° |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 1909 |
Year reconstructed: | 1995 |
Historic significance: | Historical significance is not determinable at this time [4] |
Main span material: | Steel [3] |
Main span design: | Arch - Deck [11] |
Deck type: | Closed Grating [4] |
Wearing surface: | Other [9] |
Latest Available Inspection: April 2016
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 102,592 [as of 2010] |
Truck traffic: | 7% of total traffic |
Deck condition: | Very Good [8 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Equal to present minimum criteria [6] |
Underclearances appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Scour condition: | Bridge not over waterway. [N] |
Operating rating: | 87.8 tons [79.8 metric tons] |
Inventory rating: | 52.9 tons [48.1 metric tons] |
Sufficiency rating: | 89.0 |
Recommended work: | Widening of existing bridge with deck rehabilitation or replacement. [34] |
Estimated cost of work: | $111,000 |
Previous Inspections
Date | Suff. Rating | Condition | Deck | Superstructure | Substructure | SD/FO | ADT |
---|
April 2016 | 89.0 | Good | Very Good | Good | Good | FO | 102592 |
April 2014 | 89.0 | Good | Very Good | Good | Very Good | FO | 102592 |
April 2012 | 89.0 | Good | Very Good | Good | Very Good | FO | 102600 |
April 2010 | 72.1 | Good | Very Good | Very Good | Very Good | FO | 13887 |
May 2008 | 72.1 | Good | Very Good | Very Good | Very Good | FO | 13887 |
June 2006 | 72.1 | Good | Very Good | Very Good | Very Good | FO | 13887 |
July 2004 | 72.1 | Good | Very Good | Very Good | Very Good | FO | 13887 |
November 2002 | 53.7 | Good | Very Good | Very Good | Very Good | FO | 157381 |
November 2000 | 53.7 | Good | Very Good | Very Good | Very Good | FO | 157381 |
March 2000 | 0.0 | Poor | Poor | Serious | Poor | SD | 157381 |
March 1999 | 0.0 | Poor | Poor | Serious | Poor | SD | 157381 |
December 1997 | 0.0 | Poor | Poor | Serious | Poor | SD | 157381 |
December 1996 | 15.0 | Poor | Poor | Serious | Serious | SD | 157381 |
December 1995 | 32.0 | Poor | Poor | Poor | Poor | SD | 157381 |
December 1994 | 2.0 | Poor | Poor | Poor | Serious | SD | 157381 |
August 1993 | 2.0 | Poor | Poor | Serious | Serious | SD | 157381 |
December 1992 | 2.0 | Poor | Poor | Serious | Serious | SD | 157381 |
October 1990 | 0.0 | Poor | Poor | Serious | Serious | SD | 157381 |