W.PATRICK HENRY HY over U.S. 460 & N&W RAILWAY

Map

Coordinates:
+37.19008, -78.21722
37°11'24" N, 78°13'02" W

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

Name:	W.PATRICK HENRY HY over U.S. 460 & N&W RAILWAY
Structure number:	000000000012812
Location:	.11 FR 621 & .41 WCL BRKV
Purpose:	Carries highway over highway and railroad
Route classification:	Principal Arterial - Other (Rural) `[02]`
Length of largest span:	79.1 ft. `[24.1 m]`
Total length:	273.0 ft. `[83.2 m]`
Roadway width between curbs:	34.1 ft. `[10.4 m]`
Deck width edge-to-edge:	35.8 ft. `[10.9 m]`
Vertical clearance below bridge:	23.0 ft. `[7.0 m]`
Skew angle:	45°
Owner:	State Highway Agency `[01]`
Year built:	1969
Year reconstructed:	2010
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:	4
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:	2,510 `[as of 2014]`
Truck traffic:	13% of total traffic
Deck condition:	Satisfactory `[6 out of 9]`
Superstructure condition:	Satisfactory `[6 out of 9]`
Substructure condition:	Good `[7 out of 9]`
Structural appraisal:	Equal to present minimum criteria `[6]`
Deck geometry appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Underclearances appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Roadway alignment appraisal:	Equal to present minimum criteria `[6]`
Pier/abutment protection:	Navigation protection not required `[1]`
Scour condition:	Bridge not over waterway. `[N]`
Sufficiency rating:	97.8

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
January 2018	Fair	Satisfactory	Satisfactory	Good	2510	97.8
January 2016	Fair	Satisfactory	Satisfactory	Good	2510	97.8
January 2014	Fair	Satisfactory	Satisfactory	Good	2595	97.8
January 2012	Fair	Satisfactory	Satisfactory	Good	2595	97.8
January 2011	Poor	Poor	Poor	Poor	2595	66.6
January 2009	Poor	Poor	Poor	Poor	2595	65.6
January 2008	Poor	Poor	Poor	Poor	2619	65.6
January 2006	Poor	Fair	Fair	Poor	2767	68.6
March 2004	Poor	Fair	Fair	Poor	2721	68.6
March 2002	Fair	Fair	Satisfactory	Fair	2712	85.7
April 2000	Fair	Fair	Satisfactory	Fair	2520	82.7
March 1998	Fair	Fair	Satisfactory	Fair	2520	82.7
March 1996	Fair	Fair	Satisfactory	Fair	2450	82.7
April 1994	Fair	Good	Good	Fair	4493	83.6
March 1992	Fair	Good	Very Good	Satisfactory	4500	95.7

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.	1,365	1,037	0	328	0
Steel Protective Coating	sq. ft.	12,188	12,143	45	0	0
Deck
Reinforced Concrete Deck	sq. ft.	9,774	8,692	1,078	4	0
Wearing Surfaces	sq. ft.	9,337	9,237	100	0	0
Substructure
Reinforced Concrete Column	each	9	9	0	0	0
Concrete Protective Coating	sq. ft.	2,503	2,503	0	0	0
Reinforced Concrete Abutment	linear ft.	118	109	6	3	0
Concrete Protective Coating	sq. ft.	840	840	0	0	0
Reinforced Concrete Pier Cap	linear ft.	154	146	6	2	0
Concrete Protective Coating	sq. ft.	1,977	1,977	0	0	0
Joints
Pourable Joint	linear ft.	253	242	0	9	2
Bearings
Elastomeric Bearing	each	40	40	0	0	0
Steel Protective Coating	sq. ft.	80	80	0	0	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	546	546	0	0	0
Reinforced Concrete Bridge Rail	linear ft.	546	546	0	0	0