BEDFORD PARK BLVD over NYCTA IND YARDS
Map
Coordinates:
+40.87426, -73.8910440°52'27" N, 73°53'28" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.
Facts
Name: | BEDFORD PARK BLVD over NYCTA IND YARDS |
Structure number: | 000000002241930 |
Location: | AT KINGSBRIDGE |
Purpose: | Carries highway and pedestrian walkway over railroad |
Route classification: | Collector (Urban) [17] |
Length of largest span: | 140.8 ft. [42.9 m] |
Total length: | 464.9 ft. [141.7 m] |
Roadway width between curbs: | 60.0 ft. [18.3 m] |
Deck width edge-to-edge: | 85.0 ft. [25.9 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Owner: | Other Local Agencies [25] |
Year built: | 1936 |
Year reconstructed: | 2000 |
Historic significance: | Historical significance is not determinable at this time [4] |
Design load: | MS 22.5 / HS 25 [9] |
Number of main spans: | 4 |
Main spans material: | Steel [3] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Latex Concrete or similar additive [3] |
Latest Available Inspection: October 2016
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 16,571 [as of 2011] |
Truck traffic: | 7% 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: | 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] |
Roadway alignment appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Scour condition: | Bridge not over waterway. [N] |
Inventory rating: | 70.8 tons [64.4 metric tons] |
Sufficiency rating: | 91.2 |
Recommended work: | Widening of existing bridge with deck rehabilitation or replacement. [34] |
Estimated cost of work: | $26,061,000 |
Previous Inspections
Date | Suff. Rating | Condition | Deck | Superstructure | Substructure | SD/FO | ADT |
---|
October 2016 | 91.2 | Good | Very Good | Very Good | Good | FO | 16571 |
October 2014 | 91.7 | Good | Very Good | Very Good | Good | FO | 6000 |
November 2012 | 91.7 | Good | Very Good | Very Good | Good | FO | 6000 |
November 2010 | 91.7 | Good | Very Good | Very Good | Good | FO | 6000 |
August 2008 | 90.7 | Good | Very Good | Very Good | Good | FO | 6000 |
September 2006 | 90.7 | Good | Very Good | Very Good | Good | - | 6000 |
September 2004 | 90.7 | Good | Very Good | Excellent | Good | FO | 6000 |
July 2002 | 90.7 | Good | Excellent | Excellent | Very Good | FO | 6000 |
August 2000 | 37.0 | Good | Excellent | Excellent | Very Good | SD | 6000 |
March 2000 | 5.0 | Poor | Serious | - | - | SD | 6000 |
March 1999 | 5.0 | Poor | Serious | - | - | SD | 6000 |
May 1998 | 5.0 | Poor | Serious | - | - | SD | 6000 |
October 1996 | 2.0 | Poor | Serious | - | - | SD | 6000 |
December 1995 | 2.0 | Poor | Serious | - | - | SD | 6000 |
December 1994 | 2.0 | Poor | Serious | - | - | SD | 6000 |
December 1993 | 2.0 | Poor | Serious | - | - | SD | 6000 |
December 1992 | 2.0 | Poor | Serious | - | - | SD | 6000 |
September 1991 | 2.0 | Poor | Serious | - | - | SD | 6000 |