WBL ROUTE 0460 over RT 460 BUS

Map

Coordinates:
+37.33254, -80.69363
37°19'57" N, 80°41'37" W

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

Name:	WBL ROUTE 0460 over RT 460 BUS
Structure number:	000000000008381
Location:	12.49-Rte42;7.73-Rte61
Purpose:	Carries highway over highway
Route classification:	Principal Arterial - Other (Rural) `[02]`
Length of largest span:	105.0 ft. `[32.0 m]`
Total length:	212.9 ft. `[64.9 m]`
Roadway width between curbs:	38.4 ft. `[11.7 m]`
Deck width edge-to-edge:	42.0 ft. `[12.8 m]`
Vertical clearance below bridge:	16.4 ft. `[5.0 m]`
Skew angle:	44°
Owner:	State Highway Agency `[01]`
Year built:	1981
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:	2
Main spans material:	Steel `[3]`
Main spans design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Epoxy Overlay `[5]`

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:	Good `[7 out of 9]`
Superstructure condition:	Satisfactory `[6 out of 9]`
Substructure condition:	Good `[7 out of 9]`
Structural appraisal:	Equal to present minimum criteria `[6]`
Deck geometry appraisal:	Better than present minimum criteria `[7]`
Underclearances appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Scour condition:	Bridge not over waterway. `[N]`
Sufficiency rating:	99.0

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
November 2017	Fair	Good	Satisfactory	Good	6130	99.0
November 2015	Fair	Good	Satisfactory	Good	6130	99.0
November 2013	Fair	Good	Satisfactory	Satisfactory	5904	98.0
November 2011	Fair	Good	Satisfactory	Satisfactory	5904	98.0
November 2009	Fair	Good	Satisfactory	Satisfactory	5904	98.0
November 2007	Fair	Good	Satisfactory	Satisfactory	6515	99.0
January 2006	Fair	Good	Satisfactory	Satisfactory	6436	99.0
December 2003	Fair	Good	Satisfactory	Satisfactory	6214	99.0
December 2001	Fair	Very Good	Good	Satisfactory	4390	99.0
December 1999	Fair	Satisfactory	Good	Satisfactory	7715	97.0
January 1998	Fair	Satisfactory	Good	Satisfactory	7500	98.0
December 1995	Good	Very Good	Very Good	Good	7500	98.0
December 1993	Good	Very Good	Very Good	Good	9000	98.0
December 1991	Good	Very Good	Very Good	Very Good	6430	98.0
December 1989	Good	Very Good	Very Good	Very Good	6430	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.	1,056	1,056	0	0	0
Steel Protective Coating	sq. ft.	10,753	10,753	0	0	0
Deck
Reinforced Concrete Deck	sq. ft.	8,904	8,904	0	0	0
Wearing Surfaces	sq. ft.	8,909	8,909	0	0	0
Substructure
Reinforced Concrete Column	each	4	4	0	0	0
Reinforced Concrete Abutment	linear ft.	125	103	21	1	0
Reinforced Concrete Pier Cap	linear ft.	59	59	0	0	0
Joints
Pourable Joint	linear ft.	115	70	45	0	0
Bearings
Movable Bearing	each	10	10	0	0	0
Steel Protective Coating	sq. ft.	10,753	10,753	0	0	0
Fixed Bearing	each	5	5	0	0	0
Steel Protective Coating	sq. ft.	20	20	0	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	499	499	0	0	0
Concrete Protective Coating	sq. ft.	3,023	3,023	0	0	0