BLDG 59 DEPT RAMP over TAXICAB ROAD, BLDG 59 AR
Map
Coordinates:
+40.64162, -73.7875640°38'30" N, 73°47'15" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | BLDG 59 DEPT RAMP over TAXICAB ROAD, BLDG 59 AR |
Structure number: | 000000005524290 |
Location: | JFK BLDG 59 DEPART RAMP |
Purpose: | Carries highway and pedestrian walkway over highway |
Route classification: | Local (Urban) [19] |
Length of largest span: | 87.9 ft. [26.8 m] |
Total length: | 788.1 ft. [240.2 m] |
Roadway width between curbs: | 24.0 ft. [7.3 m] |
Deck width edge-to-edge: | 124.3 ft. [37.9 m] |
Vertical clearance above deck: | 14.8 ft. [4.5 m] |
Vertical clearance below bridge: | 14.4 ft. [4.4 m] |
Owner: | Local Toll Authority [32] |
Year built: | 1971 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 13.5 / H 15 [2] |
Number of main spans: | 15 |
Main spans material: | Concrete continuous [2] |
Main spans design: | Slab [01] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Integral Concrete (separate non-modified layer of concrete added to structural deck) [2] |
Latest Available Inspection: July 2016
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 513 [as of 1987] |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
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 minimum criteria [6] |
Scour condition: | Bridge not over waterway. [N] |
Operating rating: | 42.1 tons [38.3 metric tons] |
Inventory rating: | 20.9 tons [19.0 metric tons] |
Sufficiency rating: | 59.0 |
Recommended work: | Widening of existing bridge with deck rehabilitation or replacement. [34] |
Estimated cost of work: | $5,523,000 |
Previous Inspections
Date | Suff. Rating | Condition | Deck | Superstructure | Substructure | SD/FO | ADT |
---|
July 2016 | 59.0 | Good | Good | Good | Good | FO | 513 |
July 2014 | 59.0 | Fair | Satisfactory | Good | Good | FO | 513 |
July 2012 | 63.0 | Good | Good | Good | Good | FO | 513 |
July 2010 | 63.0 | Good | Good | Good | Good | FO | 513 |
August 2008 | 63.0 | Good | Good | Good | Good | FO | 513 |
July 2006 | 63.0 | Good | Good | Good | Good | FO | 513 |
August 2004 | 63.0 | Good | Good | Good | Good | FO | 513 |
July 2002 | 63.0 | Good | Very Good | Very Good | Very Good | FO | 513 |
July 2000 | 60.4 | Good | Very Good | Very Good | Very Good | FO | 513 |
August 1998 | 60.4 | Good | Very Good | Very Good | Very Good | FO | 513 |
August 1996 | 33.2 | Poor | Poor | Fair | Poor | SD | 513 |
September 1994 | 50.2 | Fair | Satisfactory | Fair | Fair | FO | 513 |