EBL ROUTE 0460 over NEW RIVER @

Map

Coordinates:
+37.37133, -80.86565
37°22'17" N, 80°51'56" W

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

Name:	EBL ROUTE 0460 over NEW RIVER @
Structure number:	000000000008364
Location:	0.17-ECL GLN;0.57-WVA LIN
Purpose:	Carries highway over waterway
Route classification:	Principal Arterial - Other (Rural) `[02]`
Length of largest span:	149.9 ft. `[45.7 m]`
Total length:	1653.6 ft. `[504.0 m]`
Roadway width between curbs:	38.4 ft. `[11.7 m]`
Deck width edge-to-edge:	42.0 ft. `[12.8 m]`
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:	13
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:	Fair `[5 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:	Better than present minimum criteria `[7]`
Water adequacy appraisal:	Equal to present desirable criteria `[8]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Channel protection:	Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. `[5]`
Scour condition:	Bridge foundations determined to be stable for assessed or calculated scour condition. `[5]`
Sufficiency rating:	86.5

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
March 2018	Fair	Fair	Fair	Satisfactory	4853	86.5
March 2016	Fair	Fair	Fair	Satisfactory	4853	87.5
October 2014	Fair	Good	Satisfactory	Satisfactory	4614	99.6
March 2013	Fair	Good	Satisfactory	Satisfactory	4614	99.6
March 2012	Fair	Good	Satisfactory	Satisfactory	4614	99.6
March 2010	Fair	Good	Satisfactory	Satisfactory	4614	99.6
March 2008	Fair	Good	Satisfactory	Satisfactory	4614	99.6
March 2006	Fair	Good	Satisfactory	Satisfactory	4734	99.6
April 2004	Fair	Good	Satisfactory	Satisfactory	4705	99.6
November 2002	Fair	Good	Satisfactory	Satisfactory	4718	99.6
April 2002	Fair	Good	Satisfactory	Satisfactory	4680	99.6
August 2000	Fair	Satisfactory	Good	Good	5658	97.5
August 1998	Fair	Satisfactory	Good	Good	5658	97.5
September 1996	Fair	Satisfactory	Good	Good	5000	97.5
August 1994	Good	Good	Very Good	Very Good	10000	97.3
August 1992	Good	Good	Very Good	Very Good	5000	97.6
August 1990	Good	Very Good	Very Good	Very Good	4245	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.	8,220	8,147	52	21	0
Steel Protective Coating	sq. ft.	105,633	104,759	0	604	270
Deck
Reinforced Concrete Deck	sq. ft.	69,189	67,430	1,750	9	0
Concrete Protective Coating	sq. ft.	63,484	63,484	0	0	0
Substructure
Reinforced Concrete Column	each	24	24	0	0	0
Reinforced Concrete Abutment	linear ft.	104	78	6	20	0
Reinforced Concrete Pile Cap/Footing	linear ft.	143	0	141	2	0
Reinforced Concrete Pier Cap	linear ft.	525	521	4	0	0
Joints
Assembly with Seal	each	82	23	26	33	0
Bearings
Movable Bearing	each	60	49	0	11	0
Steel Protective Coating	sq. ft.	180	150	0	0	30
Fixed Bearing	each	10	9	0	1	0
Steel Protective Coating	sq. ft.	30	30	0	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	3,308	3,308	0	0	0