EBL RTE 460 over NS RWY/PRV ENT TO PLANT

Map

Coordinates:
+37.34199, -80.75935
37°20'31" N, 80°45'34" W

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

Name:	EBL RTE 460 over NS RWY/PRV ENT TO PLANT
Structure number:	000000000026008
Location:	1.21-PEARSBG; 2.69-NAROWS
Purpose:	Carries highway and pedestrian walkway over highway and railroad
Route classification:	Principal Arterial - Other (Rural) `[02]`
Length of largest span:	70.9 ft. `[21.6 m]`
Total length:	187.0 ft. `[57.0 m]`
Roadway width between curbs:	40.0 ft. `[12.2 m]`
Deck width edge-to-edge:	48.9 ft. `[14.9 m]`
Vertical clearance below bridge:	13.1 ft. `[4.0 m]`
Skew angle:	14°
Owner:	State Highway Agency `[01]`
Year built:	2001
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 continuous `[4]`
Main spans design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Concrete Cast-in-Place `[1]`

Good/Fair/Poor Condition:	Good
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:	Very Good `[8 out of 9]`
Substructure condition:	Good `[7 out of 9]`
Structural appraisal:	Better than present minimum criteria `[7]`
Deck geometry appraisal:	Better than present minimum criteria `[7]`
Underclearances appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Scour condition:	Bridge not over waterway. `[N]`
Sufficiency rating:	98.0

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
August 2017	Good	Good	Very Good	Good	6481	98.0
August 2015	Good	Good	Very Good	Good	6481	98.0
August 2013	Good	Good	Very Good	Good	6304	97.0
August 2011	Good	Good	Very Good	Good	6304	97.0
August 2009	Good	Good	Very Good	Good	6304	98.0
August 2007	Good	Good	Very Good	Good	7946	98.0
August 2005	Good	Good	Very Good	Good	6889	98.0
August 2003	Good	Good	Very Good	Good	6652	98.0
September 2001	Good	Excellent	Excellent	Excellent	6591	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.	1,624	1,624	0	0	0
Steel Protective Coating	sq. ft.	13,664	13,664	0	0	0
Deck
Reinforced Concrete Deck	sq. ft.	9,149	8,967	179	3	0
Concrete Protective Coating	sq. ft.	7,480	7,480	0	0	0
Substructure
Reinforced Concrete Column	each	6	6	0	0	0
Reinforced Concrete Abutment	linear ft.	157	127	14	16	0
Reinforced Concrete Pile Cap/Footing	linear ft.	105	105	0	0	0
Reinforced Concrete Pier Cap	linear ft.	103	103	0	0	0
Joints
Compression Joint	linear ft.	100	49	33	0	18
Bearings
Elastomeric Bearing	each	18	2	12	4	0
Steel Protective Coating	sq. ft.	36	12	0	22	2
Fixed Bearing	each	6	5	1	0	0
Steel Protective Coating	sq. ft.	12	12	0	0	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	374	361	13	0	0
Steel Protective Coating	sq. ft.	2,805	2,805	0	0	0
Reinforced Concrete Bridge Rail	linear ft.	374	363	10	1	0