460 WBL/ Va. Ave. over NEW RIVER

Map

Coordinates:
+37.37141, -80.86577
37°22'17" N, 80°51'57" W

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

Name:	460 WBL/ Va. Ave. over NEW RIVER
Structure number:	000000000008376
Location:	2.14-Rt 219; 0.46-WVALine
Purpose:	Carries highway over waterway
Route classification:	Principal Arterial - Other (Rural) `[02]`
Length of largest span:	149.9 ft. `[45.7 m]`
Total length:	1652.6 ft. `[503.7 m]`
Roadway width between curbs:	33.1 ft. `[10.1 m]`
Deck width edge-to-edge:	37.1 ft. `[11.3 m]`
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:	17
Main spans material:	Steel continuous `[4]`
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:	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:	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 minimum criteria `[6]`
Channel protection:	Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. `[6]`
Scour condition:	Bridge foundations determined to be stable for assessed or calculated scour condition. `[5]`
Sufficiency rating:	90.9

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
March 2018	Fair	Satisfactory	Satisfactory	Satisfactory	4853	90.9
March 2016	Fair	Satisfactory	Satisfactory	Satisfactory	4853	91.9
March 2014	Fair	Satisfactory	Satisfactory	Good	4614	92.9
March 2012	Fair	Satisfactory	Satisfactory	Good	4614	92.9
March 2010	Fair	Satisfactory	Satisfactory	Good	4614	54.4
March 2008	Fair	Satisfactory	Satisfactory	Good	4614	54.4
March 2006	Fair	Satisfactory	Satisfactory	Good	4734	54.3
April 2004	Fair	Satisfactory	Satisfactory	Good	4705	54.3
April 2002	Fair	Satisfactory	Satisfactory	Good	4718	70.1
August 2000	Fair	Satisfactory	Satisfactory	Good	5658	68.0
August 1998	Fair	Fair	Satisfactory	Good	5658	67.0
June 1996	Fair	Fair	Satisfactory	Good	5000	67.1
May 1994	Fair	Fair	Good	Good	5000	90.6
August 1993	Fair	Fair	Good	Good	5000	90.6
May 1992	Fair	Fair	Good	Good	4245	90.7
April 1990	Fair	Fair	Good	Good	4245	90.7

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.	6,600	6,501	0	61	38
Steel Protective Coating	sq. ft.	120,000	119,988	0	0	12
Deck
Reinforced Concrete Deck	sq. ft.	61,207	57,531	3,596	80	0
Wearing Surfaces	sq. ft.	54,764	46,864	7,900	0	0
Substructure
Reinforced Concrete Column	each	24	23	0	1	0
Reinforced Concrete Abutment	linear ft.	93	73	19	1	0
Reinforced Concrete Pile Cap/Footing	linear ft.	134	51	43	40	0
Reinforced Concrete Pier Cap	linear ft.	468	464	4	0	0
Joints
Pourable Joint	linear ft.	37	37	0	0	0
Compression Joint	linear ft.	111	0	39	0	72
Assembly without Seal Joint	linear ft.	74	35	39	0	0
Bearings
Movable Bearing	each	44	30	0	12	2
Steel Protective Coating	sq. ft.	132	102	0	0	30
Fixed Bearing	each	12	12	0	0	0
Steel Protective Coating	sq. ft.	36	35	0	0	1
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	3,300	3,215	61	24	0