TO BRUCKNER BLVD over RELIEF

Map

Coordinates:
+40.80518, -73.92583
40°48'19" N, 73°55'33" W

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

Name:	TO BRUCKNER BLVD over RELIEF
Structure number:	00000000224005B
Location:	OVER HARLEM RVR IN HARLEM
Route classification:	Other Principal Arterial (Urban) `[14]`
Length of largest span:	186.0 ft. `[56.7 m]`
Total length:	545.0 ft. `[166.1 m]`
Roadway width between curbs:	31.5 ft. `[9.6 m]`
Deck width edge-to-edge:	36.7 ft. `[11.2 m]`
Owner:	City or Municipal Highway Agency `[04]`
Year built:	2011
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
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:	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:	42,270 `[as of 2011]`
Truck traffic:	7% of total traffic
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Very Good `[8 out of 9]`
Substructure condition:	Very Good `[8 out of 9]`
Structural appraisal:	Equal to present desirable criteria `[8]`
Deck geometry appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Scour condition:	Bridge not over waterway. `[N]`
Sufficiency rating:	90.8
Recommended work:	Widening of existing bridge with deck rehabilitation or replacement. `[34]`
Estimated cost of work:	$12,765,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
September 2017	Good	Good	Very Good	Very Good	42270	90.8
September 2015	Good	Very Good	Excellent	Excellent	44047	90.8
October 2013	Good	Excellent	Excellent	Excellent	44047	90.8
October 2011	Good	Excellent	Excellent	Excellent	20000	96.1
November 2009	Poor	Poor	Fair	Fair	20000	55.4
July 2007	Poor	Poor	Fair	Fair	20000	55.4
August 2005	Poor	Poor	Fair	Fair	20000	55.4
August 2003	Poor	Poor	Fair	Fair	20000	81.9
September 2001	Poor	Poor	Fair	Fair	20000	59.4
September 1999	Poor	Poor	Satisfactory	Satisfactory	20000	50.0
March 1998	Fair	Fair	Satisfactory	Satisfactory	20000	52.1
February 1996	Poor	Poor	Fair	Poor	20000	46.6
April 1994	Poor	Poor	Fair	Poor	20000	47.5
May 1992	Poor	Poor	Fair	Fair	20000	61.5
June 1990	Poor	Poor	Poor	Poor	20000	47.5

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.	2,682	2,421	261	0	0
Steel Protective Coating	sq. ft.	48,460	45,022	3,438	0	0
Deck
Reinforced Concrete Deck	sq. ft.	19,602	0	19,602	0	0
Wearing Surfaces	sq. ft.	17,439	0	17,439	0	0
Substructure
Reinforced Concrete Column	each	4	4	0	0	0
Reinforced Concrete Pier Wall	linear ft.	32	30	2	0	0
Reinforced Concrete Abutment	linear ft.	62	62	0	0	0
Steel Pier Cap	linear ft.	33	33	0	0	0
Steel Protective Coating	sq. ft.	1,080	1,080	0	0	0
Reinforced Concrete Pier Cap	linear ft.	89	89	0	0	0
Joints
Strip Seal Joint	linear ft.	65	35	30	0	0
Assembly with Seal	each	37	0	37	0	0
Bearings
Elastomeric Bearing	each	5	5	0	0	0
Steel Protective Coating	sq. ft.	5	5	0	0	0
Disk Bearing	each	20	20	0	0	0
Steel Protective Coating	sq. ft.	40	40	0	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	1,085	0	1,085	0	0