EBL RTE. 460 over New River/RT640/NS Rwy.

Map

Coordinates:
+37.34101, -80.75866
37°20'28" N, 80°45'31" W

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

Name:	EBL RTE. 460 over New River/RT640/NS Rwy.
Structure number:	000000000026007
Location:	1.05-W. PEAR; 3.00-E.NARR
Purpose:	Carries highway and pedestrian walkway over highway, waterway, and railroad
Route classification:	Principal Arterial - Other (Rural) `[02]`
Length of largest span:	129.9 ft. `[39.6 m]`
Total length:	1242.2 ft. `[378.6 m]`
Roadway width between curbs:	40.0 ft. `[12.2 m]`
Deck width edge-to-edge:	48.9 ft. `[14.9 m]`
Vertical clearance below bridge:	13.1 ft. `[4.0 m]`
Owner:	State Highway Agency `[01]`
Year built:	2001
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:	10
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:	6,481 `[as of 2014]`
Truck traffic:	9% of total traffic
Deck condition:	Good `[7 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]`
Underclearances appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
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 the assessed or calculated scour condition. `[8]`
Sufficiency rating:	98.0

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
April 2017	Fair	Good	Satisfactory	Good	6481	98.0
April 2015	Fair	Good	Satisfactory	Good	6481	96.0
May 2013	Good	Good	Good	Good	13000	96.0
May 2011	Good	Good	Good	Good	6304	96.0
May 2009	Good	Good	Very Good	Very Good	6304	96.0
April 2007	Good	Good	Very Good	Very Good	7946	96.0
August 2005	Good	Good	Very Good	Very Good	6889	96.0
August 2003	Good	Good	Very Good	Very Good	6652	96.0
September 2001	Good	Very Good	Very Good	Excellent	6591	96.0

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.	6,306	5,980	326	0	0
Steel Protective Coating	sq. ft.	91,679	86,924	0	4,755	0
Deck
Reinforced Concrete Deck	sq. ft.	60,759	60,138	621	0	0
Substructure
Reinforced Concrete Pier Wall	linear ft.	199	199	0	0	0
Reinforced Concrete Abutment	linear ft.	165	143	22	0	0
Reinforced Concrete Pile Cap/Footing	linear ft.	52	52	0	0	0
Reinforced Concrete Pier Cap	linear ft.	459	459	0	0	0
Joints
Strip Seal Joint	linear ft.	49	0	49	0	0
Pourable Joint	linear ft.	98	69	29	0	0
Assembly without Seal Joint	linear ft.	98	0	98	0	0
Bearings
Movable Bearing	each	51	47	4	0	0
Steel Protective Coating	sq. ft.	153	141	0	12	0
Fixed Bearing	each	21	19	2	0	0
Steel Protective Coating	sq. ft.	63	57	0	6	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	2,484	2,439	0	45	0
Steel Protective Coating	sq. ft.	4,968	4,968	0	0	0
Reinforced Concrete Bridge Rail	linear ft.	1,242	619	623	0	0
Other Material Bridge Rail	linear ft.	1,242	1,242	0	0	0