BLDG 59 DEPT RAMP over TAXICAB ROAD, BLDG 59 AR

Map

Coordinates:
+40.64162, -73.78756
40°38'30" N, 73°47'15" W

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]`

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

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