Route 460 EBL Byp. over Route 460 EBL Business

Map

Coordinates:
+37.27886, -78.36086
37°16'44" N, 78°21'39" W

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

Name:	Route 460 EBL Byp. over Route 460 EBL Business
Structure number:	000000000024295
Location:	2.78-15Bus/.31-Rt.460Bus
Purpose:	Carries highway over highway
Route classification:	Principal Arterial - Other (Rural) `[02]`
Length of largest span:	107.9 ft. `[32.9 m]`
Total length:	209.3 ft. `[63.8 m]`
Roadway width between curbs:	40.0 ft. `[12.2 m]`
Deck width edge-to-edge:	43.3 ft. `[13.2 m]`
Vertical clearance below bridge:	16.4 ft. `[5.0 m]`
Skew angle:	50°
Owner:	State Highway Agency `[01]`
Year built:	1995
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:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	3,805 `[as of 2014]`
Truck traffic:	11% of total traffic
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Good `[7 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:	Basically intolerable requiring high priority of corrrective action `[3]`
Roadway alignment appraisal:	Equal to present minimum criteria `[6]`
Scour condition:	Bridge not over waterway. `[N]`
Sufficiency rating:	93.6

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
June 2017	Good	Good	Good	Good	3805	93.6
June 2015	Good	Good	Good	Good	3805	97.6
June 2013	Good	Good	Good	Good	4238	97.6
June 2011	Good	Good	Good	Good	4238	97.6
June 2009	Good	Good	Good	Good	4238	96.6
June 2007	Good	Good	Very Good	Good	4149	97.6
May 2005	Good	Good	Very Good	Good	4403	97.6
June 2003	Good	Good	Very Good	Good	4307	97.6
November 2001	Good	Good	Very Good	Good	4319	97.6
August 1999	Good	Good	Very Good	Good	2200	97.8
August 1997	Good	Good	Very Good	Good	2200	97.8
August 1995	Good	Excellent	Excellent	Excellent	2200	97.8

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.	1,030	927	103	0	0
Steel Protective Coating	sq. ft.	10,325	9,293	0	1,032	0
Deck
Reinforced Concrete Deck	sq. ft.	9,061	9,039	9	13	0
Substructure
Reinforced Concrete Column	each	8	7	1	0	0
Reinforced Concrete Abutment	linear ft.	177	75	67	35	0
Reinforced Concrete Pile Cap/Footing	linear ft.	57	57	0	0	0
Reinforced Concrete Pier Cap	linear ft.	143	143	0	0	0
Joints
Strip Seal Joint	linear ft.	43	33	10	0	0
Compression Joint	linear ft.	131	112	2	17	0
Bearings
Movable Bearing	each	15	12	0	3	0
Steel Protective Coating	sq. ft.	30	24	0	0	6
Fixed Bearing	each	15	15	0	0	0
Steel Protective Coating	sq. ft.	30	30	0	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	418	104	314	0	0