WBL ROUTE 0460 over NEW RIVER & N&W RAILWAY

Map

Coordinates:
+37.34118, -80.75856
37°20'28" N, 80°45'31" W

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

Name:	WBL ROUTE 0460 over NEW RIVER & N&W RAILWAY
Structure number:	000000000008358
Location:	0.96 PEARISBG. 2.94 NARR.
Purpose:	Carries highway over highway, waterway, and railroad
Route classification:	Principal Arterial - Other (Rural) `[02]`
Length of largest span:	129.9 ft. `[39.6 m]`
Total length:	1318.0 ft. `[401.7 m]`
Roadway width between curbs:	38.1 ft. `[11.6 m]`
Deck width edge-to-edge:	42.0 ft. `[12.8 m]`
Vertical clearance below bridge:	13.1 ft. `[4.0 m]`
Owner:	State Highway Agency `[01]`
Year built:	1978
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:	8
Main spans material:	Steel `[3]`
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:	6,481 `[as of 2014]`
Truck traffic:	9% of total traffic
Deck condition:	Satisfactory `[6 out of 9]`
Superstructure condition:	Fair `[5 out of 9]`
Substructure condition:	Fair `[5 out of 9]`
Structural appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Deck geometry appraisal:	Better than present minimum criteria `[7]`
Water adequacy appraisal:	Superior to present desirable criteria `[9]`
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 conditions; field review indicates action is required. `[4]`
Sufficiency rating:	89.0

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
April 2017	Fair	Satisfactory	Fair	Fair	6481	89.0
April 2015	Fair	Satisfactory	Fair	Fair	6481	89.0
April 2013	Fair	Satisfactory	Fair	Fair	6304	89.0
April 2011	Fair	Satisfactory	Fair	Fair	6304	89.0
April 2009	Fair	Satisfactory	Fair	Fair	6304	89.0
April 2007	Fair	Satisfactory	Fair	Fair	7946	89.0
April 2005	Fair	Fair	Fair	Fair	6889	88.0
April 2003	Fair	Fair	Fair	Fair	6652	88.0
April 2001	Fair	Satisfactory	Satisfactory	Fair	6591	89.0
April 1999	Fair	Satisfactory	Satisfactory	Fair	7715	87.0
May 1998	Fair	Satisfactory	Satisfactory	Satisfactory	7500	98.0
June 1996	Fair	Good	Satisfactory	Satisfactory	7500	98.0
May 1994	Good	Good	Good	Good	5000	98.0
May 1992	Fair	Satisfactory	Satisfactory	Good	5092	98.0
April 1990	Fair	Satisfactory	Satisfactory	Good	5092	98.0

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.	6,590	6,578	11	1	0
Steel Protective Coating	sq. ft.	84,254	84,248	0	6	0
Deck
Reinforced Concrete Deck	sq. ft.	55,352	54,794	538	20	0
Wearing Surfaces	sq. ft.	50,080	50,070	10	0	0
Substructure
Reinforced Concrete Column	each	12	0	1	11	0
Reinforced Concrete Abutment	linear ft.	123	89	34	0	0
Steel Abutment	linear ft.	104	81	9	14	0
Reinforced Concrete Pier Cap	linear ft.	552	42	177	333	0
Joints
Compression Joint	linear ft.	556	378	102	76	0
Bearings
Movable Bearing	each	65	0	0	65	0
Steel Protective Coating	sq. ft.	195	195	0	0	0
Fixed Bearing	each	65	0	0	65	0
Steel Protective Coating	sq. ft.	195	195	0	0	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	2,636	2,620	1	15	0
Reinforced Concrete Bridge Rail	linear ft.	2,636	2,629	7	0	0