WBL ROUTE 0460 over EAST RIVER

Map

Coordinates:
+37.36913, -80.86765
37°22'09" N, 80°52'04" W

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

Name:	WBL ROUTE 0460 over EAST RIVER
Structure number:	000000000008375
Location:	0.31-ECL GLN LN;0.21-WCL
Purpose:	Carries highway and pedestrian walkway over waterway
Route classification:	Principal Arterial - Other (Rural) `[02]`
Length of largest span:	107.0 ft. `[32.6 m]`
Total length:	277.2 ft. `[84.5 m]`
Roadway width between curbs:	40.0 ft. `[12.2 m]`
Deck width edge-to-edge:	46.3 ft. `[14.1 m]`
Skew angle:	15°
Owner:	State Highway Agency `[01]`
Year built:	1969
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 18+Mod / HS 20+Mod `[6]`
Number of main spans:	3
Main spans material:	Steel continuous `[4]`
Main spans design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Epoxy Overlay `[5]`

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	4,853 `[as of 2014]`
Truck traffic:	9% of total traffic
Deck condition:	Satisfactory `[6 out of 9]`
Superstructure condition:	Satisfactory `[6 out of 9]`
Substructure condition:	Good `[7 out of 9]`
Structural appraisal:	Equal to present minimum criteria `[6]`
Deck geometry appraisal:	Better than present minimum criteria `[7]`
Water adequacy appraisal:	Equal to present desirable criteria `[8]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Channel protection:	Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. `[7]`
Scour condition:	Bridge foundations determined to be stable for assessed or calculated scour condition. `[5]`
Sufficiency rating:	98.6

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
October 2017	Fair	Satisfactory	Satisfactory	Good	4853	98.6
October 2015	Fair	Satisfactory	Satisfactory	Good	4853	98.6
October 2013	Fair	Satisfactory	Satisfactory	Good	4614	97.6
October 2011	Fair	Satisfactory	Satisfactory	Good	4614	97.6
October 2009	Fair	Satisfactory	Satisfactory	Good	4614	97.6
October 2007	Fair	Satisfactory	Satisfactory	Good	4787	96.6
October 2005	Fair	Satisfactory	Satisfactory	Good	4847	99.6
October 2003	Fair	Satisfactory	Satisfactory	Good	4680	99.6
November 2001	Fair	Satisfactory	Satisfactory	Good	4739	99.6
November 1999	Fair	Satisfactory	Satisfactory	Good	5658	97.5
November 1997	Fair	Satisfactory	Satisfactory	Good	5500	97.5
December 1995	Good	Good	Good	Good	4550	96.7
November 1993	Good	Good	Very Good	Very Good	5000	97.6
October 1991	Good	Very Good	Very Good	Very Good	4245	97.7
October 1989	Good	Very Good	Very Good	Very Good	6913	97.5

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.	1,644	1,315	231	98	0
Steel Protective Coating	sq. ft.	20,887	20,887	0	0	0
Deck
Reinforced Concrete Deck	sq. ft.	12,826	7,976	4,806	44	0
Wearing Surfaces	sq. ft.	11,099	11,099	0	0	0
Substructure
Reinforced Concrete Pier Wall	linear ft.	40	40	0	0	0
Reinforced Concrete Abutment	linear ft.	110	82	18	10	0
Reinforced Concrete Pile Cap/Footing	linear ft.	14	14	0	0	0
Reinforced Concrete Pier Cap	linear ft.	106	106	0	0	0
Joints
Pourable Joint	linear ft.	96	96	0	0	0
Bearings
Movable Bearing	each	18	5	1	12	0
Steel Protective Coating	sq. ft.	72	72	0	0	0
Fixed Bearing	each	6	0	1	5	0
Steel Protective Coating	sq. ft.	24	20	0	0	4
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	275	162	18	95	0