RTE 907P over Harlem River DR N, RTE 9

Map

Coordinates:
+40.80171, -73.93001
40°48'06" N, 73°55'48" W

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

Name:	RTE 907P over Harlem River DR N, RTE 9
Structure number:	00000000224005A
Location:	OVER HARLEM RVR IN HARLEM
Purpose:	Carries highway and pedestrian walkway over highway
Route classification:	Principal Arterial - Other Freeways or Expressways (Urban) `[12]`
Length of largest span:	10.5 ft. `[3.2 m]`
Total length:	816.0 ft. `[248.7 m]`
Roadway width between curbs:	31.5 ft. `[9.6 m]`
Deck width edge-to-edge:	34.5 ft. `[10.5 m]`
Vertical clearance above deck:	14.4 ft. `[4.4 m]`
Vertical clearance below bridge:	13.1 ft. `[4.0 m]`
Owner:	City or Municipal Highway Agency `[04]`
Year built:	2010
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Number of main spans:	11
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]`
Truck traffic:	5% of total traffic
Deck condition:	Excellent `[9 out of 9]`
Superstructure condition:	Excellent `[9 out of 9]`
Substructure condition:	Excellent `[9 out of 9]`
Structural appraisal:	Superior to present desirable criteria `[9]`
Deck geometry appraisal:	Basically intolerable requiring high priority of corrrective action `[3]`
Underclearances appraisal:	Basically intolerable requiring high priority of corrrective action `[3]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Scour condition:	Bridge not over waterway. `[N]`
Sufficiency rating:	91.0
Recommended work:	Widening of existing bridge with deck rehabilitation or replacement. `[34]`
Estimated cost of work:	$15,892,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
October 2016	Good	Excellent	Excellent	Excellent	-	91.0
November 2014	Good	Excellent	Excellent	Excellent	61022	82.6
November 2012	Good	Excellent	Excellent	Excellent	61022	82.6
December 2010	Good	Excellent	Excellent	Excellent	61022	84.7
June 2008	Poor	Poor	Fair	Satisfactory	61022	50.7
June 2006	Poor	Poor	Fair	Satisfactory	61022	50.7
August 2004	Poor	Poor	Fair	Satisfactory	61022	36.8
June 2002	Poor	Poor	Fair	Satisfactory	20000	41.3
June 2000	Poor	Poor	Fair	Satisfactory	20000	41.3
March 1998	Poor	Poor	Satisfactory	Satisfactory	20000	49.0
June 1996	Poor	Poor	Poor	Poor	20000	17.4
June 1995	Poor	Poor	Serious	Poor	20000	0.0
August 1994	Poor	Poor	Serious	Poor	20000	0.0
June 1992	Poor	Poor	Serious	Poor	20000	0.0
June 1990	Poor	Serious	Serious	Poor	20000	0.0

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Superstructure
Steel Girder/Beam	linear ft.	3,723	3,723	0	0	0
Steel Protective Coating	sq. ft.	36,390	36,390	0	0	0
Deck
Reinforced Concrete Deck	sq. ft.	25,314	25,314	0	0	0
Substructure
Reinforced Concrete Column	each	10	10	0	0	0
Reinforced Concrete Pier Wall	linear ft.	120	120	0	0	0
Reinforced Concrete Abutment	linear ft.	31	31	0	0	0
Reinforced Concrete Pile Cap/Footing	linear ft.	32	0	32	0	0
Steel Pier Cap	linear ft.	328	328	0	0	0
Steel Protective Coating	sq. ft.	3,280	3,280	0	0	0
Reinforced Concrete Pier Cap	linear ft.	106	106	0	0	0
Joints
Strip Seal Joint	linear ft.	164	140	24	0	0
Bearings
Elastomeric Bearing	each	23	23	0	0	0
Steel Protective Coating	sq. ft.	23	23	0	0	0
Movable Bearing	each	10	10	0	0	0
Steel Protective Coating	sq. ft.	2	2	0	0	0
Fixed Bearing	each	14	14	0	0	0
Steel Protective Coating	sq. ft.	2	2	0	0	0
Disk Bearing	each	18	18	0	0	0
Steel Protective Coating	sq. ft.	14	14	0	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	1,627	1,627	0	0	0