Virginia Ave. 460E over SINKING CREEK

Map

Coordinates:
+37.30021, -80.55953
37°18'01" N, 80°33'34" W

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

Name:	Virginia Ave. 460E over SINKING CREEK
Structure number:	000000000008372
Location:	4.06-RT 42;4.05- ECL PEMB
Purpose:	Carries highway over waterway
Route classification:	Principal Arterial - Other (Rural) `[02]`
Length of largest span:	72.5 ft. `[22.1 m]`
Total length:	219.5 ft. `[66.9 m]`
Roadway width between curbs:	38.1 ft. `[11.6 m]`
Deck width edge-to-edge:	42.0 ft. `[12.8 m]`
Skew angle:	30°
Owner:	State Highway Agency `[01]`
Year built:	1977
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:	3
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:	5,126 `[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:	Better than present minimum criteria `[7]`
Water adequacy appraisal:	Better than present minimum criteria `[7]`
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:	99.5

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
December 2017	Fair	Satisfactory	Satisfactory	Satisfactory	5126	99.5
December 2015	Fair	Satisfactory	Satisfactory	Satisfactory	5126	99.5
December 2013	Fair	Satisfactory	Satisfactory	Good	4990	99.5
December 2011	Fair	Good	Satisfactory	Good	4990	99.5
December 2009	Fair	Good	Satisfactory	Good	4990	99.5
December 2007	Fair	Good	Satisfactory	Good	5038	99.5
March 2006	Fair	Fair	Satisfactory	Good	4982	98.5
April 2004	Fair	Fair	Satisfactory	Good	4970	98.5
April 2002	Fair	Fair	Satisfactory	Good	4901	98.5
August 2000	Fair	Fair	Satisfactory	Good	4739	96.6
September 1998	Fair	Satisfactory	Satisfactory	Good	4739	97.6
September 1996	Fair	Satisfactory	Satisfactory	Good	5500	97.5
August 1994	Good	Good	Good	Very Good	11000	97.2
August 1992	Good	Good	Good	Very Good	5000	97.6
August 1990	Good	Good	Good	Very Good	4255	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.	1,087	1,003	75	9	0
Steel Protective Coating	sq. ft.	9,700	9,438	0	262	0
Deck
Reinforced Concrete Deck	sq. ft.	9,213	9,211	2	0	0
Wearing Surfaces	sq. ft.	8,275	8,268	7	0	0
Substructure
Reinforced Concrete Pier Wall	linear ft.	93	14	78	1	0
Reinforced Concrete Abutment	linear ft.	110	102	8	0	0
Reinforced Concrete Pile Cap/Footing	linear ft.	90	38	39	13	0
Reinforced Concrete Pier Cap	linear ft.	92	81	10	1	0
Joints
Compression Joint	linear ft.	194	112	20	0	62
Bearings
Movable Bearing	each	15	0	0	15	0
Steel Protective Coating	sq. ft.	45	30	0	15	0
Fixed Bearing	each	15	0	0	15	0
Steel Protective Coating	sq. ft.	10,753	10,753	0	0	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	439	439	0	0	0
Reinforced Concrete Bridge Rail	linear ft.	439	428	6	5	0
Concrete Protective Coating	sq. ft.	988	941	39	8	0