WBL ROUTE 0460 over NS RWY/PRVT ENT CELNSE

Map

Coordinates:
+37.34212, -80.75917
37°20'32" N, 80°45'33" W

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

Name:	WBL ROUTE 0460 over NS RWY/PRVT ENT CELNSE
Structure number:	000000000008357
Location:	1.24WCL PEARI;2.66ECL NAR
Purpose:	Carries highway over highway
Route classification:	Principal Arterial - Other (Rural) `[02]`
Length of largest span:	80.1 ft. `[24.4 m]`
Total length:	173.2 ft. `[52.8 m]`
Roadway width between curbs:	38.1 ft. `[11.6 m]`
Deck width edge-to-edge:	42.0 ft. `[12.8 m]`
Vertical clearance below bridge:	9.8 ft. `[3.0 m]`
Skew angle:	20°
Owner:	State Highway Agency `[01]`
Year built:	1978
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:	6,481 `[as of 2014]`
Truck traffic:	9% of total traffic
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Fair `[5 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:	Basically intolerable requiring high priority of corrrective action `[3]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Scour condition:	Bridge not over waterway. `[N]`
Sufficiency rating:	85.0

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
October 2018	Fair	Good	Fair	Fair	6481	85.0
October 2016	Fair	Good	Fair	Fair	6481	84.0
October 2014	Fair	Good	Fair	Fair	6304	84.0
October 2012	Fair	Good	Fair	Fair	6304	84.0
October 2010	Fair	Good	Fair	Satisfactory	6304	84.0
October 2008	Fair	Good	Fair	Satisfactory	6304	85.0
November 2006	Fair	Good	Fair	Satisfactory	7857	89.0
November 2004	Fair	Satisfactory	Fair	Satisfactory	6686	89.0
December 2002	Fair	Satisfactory	Fair	Satisfactory	6563	89.0
January 2001	Fair	Satisfactory	Fair	Fair	7715	83.0
December 1998	Fair	Satisfactory	Fair	Satisfactory	7715	83.0
February 1997	Fair	Satisfactory	Satisfactory	Satisfactory	7500	94.0
December 1994	Good	Good	Good	Very Good	5000	94.0
December 1992	Good	Good	Good	Very Good	5000	94.0
November 1990	Good	Good	Good	Very Good	4805	94.0

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.	935	894	1	40	0
Steel Protective Coating	sq. ft.	8,225	8,225	0	0	0
Deck
Reinforced Concrete Deck	sq. ft.	7,269	7,265	0	4	0
Wearing Surfaces	sq. ft.	6,577	6,575	2	0	0
Concrete Protective Coating	sq. ft.	684	684	0	0	0
Substructure
Reinforced Concrete Column	each	6	2	1	3	0
Reinforced Concrete Abutment	linear ft.	105	86	19	0	0
Reinforced Concrete Pier Cap	linear ft.	95	37	13	45	0
Joints
Pourable Joint	linear ft.	209	209	0	0	0
Bearings
Elastomeric Bearing	each	16	0	0	16	0
Steel Protective Coating	sq. ft.	32	32	0	0	0
Fixed Bearing	each	16	0	0	16	0
Steel Protective Coating	sq. ft.	66	66	0	0	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	342	332	0	10	0
Reinforced Concrete Bridge Rail	linear ft.	342	342	0	0	0
Concrete Protective Coating	sq. ft.	1,881	1,881	0	0	0