WBL ROUTE 0460 over NEW RIVER/NS RAILWAY

Map

Coordinates:
+37.33108, -80.67987
37°19'52" N, 80°40'48" W

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

Name:	WBL ROUTE 0460 over NEW RIVER/NS RAILWAY
Structure number:	000000000008378
Location:	1.89-CL PEMB;2.30-CL PEAR
Purpose:	Carries highway over highway, waterway, and railroad
Route classification:	Principal Arterial - Other (Rural) `[02]`
Length of largest span:	170.0 ft. `[51.8 m]`
Total length:	1273.4 ft. `[388.1 m]`
Roadway width between curbs:	34.1 ft. `[10.4 m]`
Deck width edge-to-edge:	38.1 ft. `[11.6 m]`
Vertical clearance below bridge:	49.2 ft. `[15.0 m]`
Owner:	State Highway Agency `[01]`
Year built:	1974
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]`
Wearing surface:	Latex Concrete or similar additive `[3]`

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	6,130 `[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:	Satisfactory `[6 out of 9]`
Structural appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Deck geometry appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Underclearances appraisal:	Equal to present minimum criteria `[6]`
Water adequacy appraisal:	Superior to present desirable criteria `[9]`
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:	87.3

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
August 2017	Fair	Satisfactory	Fair	Satisfactory	6130	87.3
August 2015	Fair	Satisfactory	Fair	Satisfactory	6130	87.3
August 2013	Fair	Satisfactory	Satisfactory	Good	5904	98.4
August 2011	Fair	Satisfactory	Satisfactory	Good	5904	98.4
August 2009	Fair	Satisfactory	Satisfactory	Good	5904	98.4
August 2007	Fair	Satisfactory	Satisfactory	Good	6515	98.4
November 2005	Fair	Satisfactory	Satisfactory	Good	6436	98.4
December 2003	Fair	Satisfactory	Satisfactory	Good	6214	98.4
November 2001	Fair	Satisfactory	Satisfactory	Good	4390	98.6
November 1999	Fair	Fair	Satisfactory	Good	7715	95.3
January 1998	Fair	Fair	Satisfactory	Good	6000	95.4
December 1995	Fair	Fair	Satisfactory	Good	7500	95.4
February 1994	Fair	Satisfactory	Very Good	Very Good	10000	96.2
December 1991	Fair	Fair	Very Good	Very Good	4480	95.7
December 1989	Fair	Fair	Very Good	Very Good	4480	95.7

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.	5,080	4,582	450	48	0
Steel Protective Coating	sq. ft.	10,753	10,753	0	0	0
Deck
Reinforced Concrete Deck	sq. ft.	48,381	48,342	36	3	0
Wearing Surfaces	sq. ft.	43,284	43,284	0	0	0
Substructure
Reinforced Concrete Pier Wall	linear ft.	124	124	0	0	0
Reinforced Concrete Abutment	linear ft.	76	76	0	0	0
Reinforced Concrete Pile Cap/Footing	linear ft.	178	25	102	51	0
Reinforced Concrete Pier Cap	linear ft.	238	225	13	0	0
Joints
Assembly with Seal	each	76	71	5	0	0
Bearings
Movable Bearing	each	24	16	8	0	0
Steel Protective Coating	sq. ft.	10,753	10,753	0	0	0
Fixed Bearing	each	12	12	0	0	0
Steel Protective Coating	sq. ft.	10,753	10,753	0	0	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	2,543	2,492	0	51	0