EBL ROUTE 0460 over EAST RIVER @

Map

Coordinates:
+37.36906, -80.86753
37°22'09" N, 80°52'03" W

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

Name:	EBL ROUTE 0460 over EAST RIVER @
Structure number:	000000000008363
Location:	0.23-WVA LINE;3.20-RT 219
Purpose:	Carries highway 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:	34.1 ft. `[10.4 m]`
Deck width edge-to-edge:	40.0 ft. `[12.2 m]`
Skew angle:	15°
Owner:	State Highway Agency `[01]`
Year built:	1986
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]`

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:	Good `[7 out of 9]`
Substructure condition:	Satisfactory `[6 out of 9]`
Structural appraisal:	Equal to present minimum criteria `[6]`
Deck geometry appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Water adequacy appraisal:	Equal to present desirable criteria `[8]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Channel protection:	Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. `[8]`
Scour condition:	Bridge foundations determined to be stable for assessed or calculated scour condition. `[5]`
Sufficiency rating:	97.5

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
October 2017	Fair	Satisfactory	Good	Satisfactory	4853	97.5
October 2015	Fair	Satisfactory	Good	Satisfactory	4853	98.5
October 2013	Fair	Satisfactory	Good	Good	4614	98.6
October 2011	Fair	Satisfactory	Good	Good	4614	98.6
October 2009	Fair	Satisfactory	Good	Good	4614	98.6
October 2007	Fair	Satisfactory	Good	Good	4787	98.6
March 2006	Fair	Satisfactory	Good	Good	4734	98.6
April 2004	Fair	Satisfactory	Good	Good	4705	98.6
April 2002	Good	Good	Good	Good	4718	98.6
August 2000	Fair	Satisfactory	Good	Good	5658	97.5
August 1998	Fair	Satisfactory	Good	Good	5658	97.5
September 1996	Good	Good	Good	Good	4550	97.6
August 1994	Good	Very Good	Very Good	Very Good	10000	97.3
August 1992	Good	Very Good	Very Good	Very Good	5000	97.6
August 1990	Good	Very Good	Very Good	Very Good	4038	97.7

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.	1,375	1,008	367	0	0
Steel Protective Coating	sq. ft.	16,485	15,595	412	344	134
Deck
Reinforced Concrete Deck	sq. ft.	11,099	4,277	6,822	0	0
Concrete Protective Coating	sq. ft.	9,460	2,806	6,654	0	0
Substructure
Reinforced Concrete Pier Wall	linear ft.	58	58	0	0	0
Reinforced Concrete Abutment	linear ft.	110	46	62	2	0
Reinforced Concrete Pile Cap/Footing	linear ft.	31	31	0	0	0
Reinforced Concrete Pier Cap	linear ft.	92	78	8	6	0
Joints
Pourable Joint	linear ft.	83	64	3	16	0
Bearings
Movable Bearing	each	15	5	0	10	0
Steel Protective Coating	sq. ft.	60	20	0	0	40
Fixed Bearing	each	5	5	0	0	0
Steel Protective Coating	sq. ft.	20	15	5	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	277	277	0	0	0
Concrete Protective Coating	sq. ft.	1,662	1,557	105	0	0