BEDFORD PARK BLVD over NYCTA IND YARDS

Map

Coordinates:
+40.87423, -73.89111
40°52'27" N, 73°53'28" W

Source: National Bridge Inventory. Information not verified; use at your own risk.

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:	9.8 ft. `[3.0 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]`

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	16,778 `[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]`
Sufficiency rating:	91.1
Recommended work:	Widening of existing bridge with deck rehabilitation or replacement. `[34]`
Estimated cost of work:	$28,204,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
October 2018	Good	Very Good	Very Good	Good	16778	91.1
October 2016	Good	Very Good	Very Good	Good	16571	91.2
October 2014	Good	Very Good	Very Good	Good	6000	91.7
November 2012	Good	Very Good	Very Good	Good	6000	91.7
November 2010	Good	Very Good	Very Good	Good	6000	91.7
August 2008	Good	Very Good	Very Good	Good	6000	90.7
September 2006	Good	Very Good	Very Good	Good	6000	90.7
September 2004	Good	Very Good	Excellent	Good	6000	90.7
July 2002	Good	Excellent	Excellent	Very Good	6000	90.7
August 2000	Good	Excellent	Excellent	Very Good	6000	37.0
March 2000	Poor	Serious	-	-	6000	5.0
March 1999	Poor	Serious	-	-	6000	5.0
May 1998	Poor	Serious	-	-	6000	5.0
October 1996	Poor	Serious	-	-	6000	2.0
December 1995	Poor	Serious	-	-	6000	2.0
December 1994	Poor	Serious	-	-	6000	2.0
December 1993	Poor	Serious	-	-	6000	2.0
December 1992	Poor	Serious	-	-	6000	2.0
September 1991	Poor	Serious	-	-	6000	2.0

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Superstructure
Steel Girder/Beam	linear ft.	6,512	5,696	816	0	0
Steel Protective Coating	sq. ft.	68,838	46,658	22,180	0	0
Deck
Reinforced Concrete Deck	sq. ft.	43,170	11,095	29,917	2,158	0
Wearing Surfaces	sq. ft.	32,400	8,100	24,300	0	0
Substructure
Reinforced Concrete Column	each	12	7	5	0	0
Reinforced Concrete Abutment	linear ft.	200	75	90	35	0
Reinforced Concrete Pier Cap	linear ft.	274	130	144	0	0
Joints
Compression Joint	linear ft.	200	0	0	200	0
Bearings
Elastomeric Bearing	each	42	22	20	0	0
Steel Protective Coating	sq. ft.	210	105	105	0	0
Pot Bearing	each	28	14	14	0	0
Steel Protective Coating	sq. ft.	140	40	100	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	931	132	798	1	0