BEDFORD PARK BLVD over NYCTA IND YARDS

Map

Coordinates:
+40.87426, -73.89104
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:	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]`

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

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