EBL ROUTE 0460 over RTE 460 BUS

Map

Coordinates:
+37.33244, -80.69391
37°19'57" N, 80°41'38" W

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

Name:	EBL ROUTE 0460 over RTE 460 BUS
Structure number:	000000000008379
Location:	12.49-RT 42;7.73-RT 61
Purpose:	Carries highway over highway
Route classification:	Principal Arterial - Other (Rural) `[02]`
Length of largest span:	104.0 ft. `[31.7 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:	Satisfactory `[6 out of 9]`
Superstructure condition:	Good `[7 out of 9]`
Substructure condition:	Fair `[5 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]`
Underclearances appraisal:	Equal to present minimum criteria `[6]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Scour condition:	Bridge not over waterway. `[N]`
Sufficiency rating:	89.0

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
November 2017	Fair	Satisfactory	Good	Fair	6130	89.0
November 2015	Fair	Good	Good	Fair	6130	88.0
November 2013	Fair	Satisfactory	Good	Satisfactory	5904	98.0
November 2011	Fair	Very Good	Good	Satisfactory	5904	98.0
November 2009	Fair	Very Good	Satisfactory	Satisfactory	5904	98.0
November 2007	Fair	Very Good	Satisfactory	Satisfactory	6515	100.0
November 2005	Fair	Very Good	Satisfactory	Satisfactory	6436	100.0
December 2003	Fair	Very Good	Satisfactory	Satisfactory	6214	100.0
December 2001	Good	Very Good	Good	Good	4390	100.0
December 1999	Fair	Satisfactory	Good	Good	7715	98.0
January 1998	Fair	Satisfactory	Good	Good	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	12860	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.	1,047	1,037	0	10	0
Steel Protective Coating	sq. ft.	12,231	12,231	0	0	0
Deck
Reinforced Concrete Deck	sq. ft.	8,903	8,866	31	6	0
Wearing Surfaces	sq. ft.	8,115	8,098	0	0	17
Substructure
Reinforced Concrete Column	each	4	4	0	0	0
Reinforced Concrete Abutment	linear ft.	196	116	44	36	0
Reinforced Concrete Pier Cap	linear ft.	59	59	0	0	0
Joints
Pourable Joint	linear ft.	115	75	0	0	40
Bearings
Movable Bearing	each	10	0	0	10	0
Steel Protective Coating	sq. ft.	40	40	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