EBL ROUTE 0460 over NS RAILWAY

Map

Coordinates:
+37.14189, -80.38610
37°08'31" N, 80°23'10" W

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

Name:	EBL ROUTE 0460 over NS RAILWAY
Structure number:	000000000012182
Location:	0.81RTE-11; 1.85RT- BUS
Purpose:	Carries highway over railroad
Route classification:	Principal Arterial - Other Freeways or Expressways (Urban) `[12]`
Length of largest span:	66.9 ft. `[20.4 m]`
Total length:	157.2 ft. `[47.9 m]`
Roadway width between curbs:	39.4 ft. `[12.0 m]`
Deck width edge-to-edge:	40.7 ft. `[12.4 m]`
Vertical clearance below bridge:	19.7 ft. `[6.0 m]`
Skew angle:	28°
Owner:	State Highway Agency `[01]`
Year built:	1969
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]`

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	16,121 `[as of 2014]`
Truck traffic:	5% of total traffic
Deck condition:	Satisfactory `[6 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:	Equal to present minimum criteria `[6]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Scour condition:	Bridge not over waterway. `[N]`
Sufficiency rating:	84.3

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
May 2018	Fair	Satisfactory	Fair	Fair	16121	84.3
May 2016	Fair	Satisfactory	Fair	Fair	16121	84.3
May 2014	Fair	Satisfactory	Fair	Fair	15989	84.3
May 2012	Fair	Satisfactory	Fair	Fair	15989	84.3
May 2010	Fair	Satisfactory	Fair	Fair	15989	86.3
June 2008	Fair	Good	Fair	Fair	15989	87.3
May 2006	Fair	Good	Fair	Fair	16512	87.2
June 2004	Fair	Good	Fair	Fair	9383	88.0
May 2002	Fair	Fair	Fair	Fair	9324	87.0
June 2000	Fair	Fair	Satisfactory	Fair	10287	83.9
June 1998	Fair	Fair	Satisfactory	Fair	10287	83.9
June 1996	Fair	Good	Satisfactory	Fair	25000	83.3
July 1994	Fair	Good	Good	Fair	18000	84.4
June 1992	Fair	Fair	Good	Very Good	6282	95.5
June 1990	Fair	Fair	Good	Very Good	6138	95.5

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.	930	775	50	90	15
Steel Protective Coating	sq. ft.	8,118	0	2,268	4,500	1,350
Deck
Reinforced Concrete Deck	sq. ft.	6,393	6,055	327	11	0
Wearing Surfaces	sq. ft.	6,180	6,162	17	0	1
Concrete Protective Coating	sq. ft.	314	314	0	0	0
Substructure
Reinforced Concrete Column	each	6	0	5	1	0
Reinforced Concrete Abutment	linear ft.	124	70	53	1	0
Reinforced Concrete Pier Cap	linear ft.	95	68	22	5	0
Joints
Compression Joint	linear ft.	174	35	0	135	4
Bearings
Movable Bearing	each	18	0	0	18	0
Steel Protective Coating	sq. ft.	108	0	0	0	108
Fixed Bearing	each	18	0	0	18	0
Steel Protective Coating	sq. ft.	108	0	0	0	108
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	628	581	35	12	0
Steel Protective Coating	sq. ft.	942	942	0	0	0