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WBL Route 460 over Sandy River

Prince Edward County, Virginia

Map

Coordinates:
+37.27561, -78.32156
37°16'32" N, 78°19'18" W

Facts

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

Name:	WBL Route 460 over Sandy River
Structure number:	000000000013910
Location:	0.20 Rt 640-0.07 Rt 601
Purpose:	Carries highway over waterway
Route classification:	Principal Arterial - Other (Rural) `[02]`
Length of largest span:	67.9 ft. `[20.7 m]`
Total length:	134.8 ft. `[41.1 m]`
Roadway width between curbs:	38.7 ft. `[11.8 m]`
Deck width edge-to-edge:	41.7 ft. `[12.7 m]`
Owner:	State Highway Agency `[01]`
Year built:	1971
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:	2
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]`

Latest Available Inspection: June 2018

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	6,317 `[as of 2014]`
Truck traffic:	11% of total traffic
Deck condition:	Satisfactory `[6 out of 9]`
Superstructure condition:	Satisfactory `[6 out of 9]`
Substructure condition:	Satisfactory `[6 out of 9]`
Structural appraisal:	Equal to present minimum criteria `[6]`
Deck geometry appraisal:	Better than present minimum criteria `[7]`
Water adequacy appraisal:	Better than present minimum criteria `[7]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Channel protection:	Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. `[6]`
Scour condition:	Bridge foundations determined to be stable for assessed or calculated scour condition. `[5]`
Sufficiency rating:	96.4

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
June 2018	Fair	Satisfactory	Satisfactory	Satisfactory	6317	96.4
June 2016	Fair	Satisfactory	Satisfactory	Satisfactory	6317	96.4
June 2014	Fair	Satisfactory	Satisfactory	Satisfactory	14000	95.7
June 2012	Fair	Satisfactory	Satisfactory	Satisfactory	6711	96.4
June 2010	Fair	Satisfactory	Satisfactory	Satisfactory	6711	96.4
June 2008	Fair	Satisfactory	Satisfactory	Satisfactory	6711	96.4
June 2006	Fair	Satisfactory	Satisfactory	Satisfactory	6732	96.4
March 2005	Fair	Good	Satisfactory	Satisfactory	6147	96.4
April 2003	Good	Good	Good	Good	6014	94.4
March 2001	Good	Good	Good	Good	6826	94.4
April 1999	Good	Good	Good	Good	2366	92.8
June 1997	Good	Good	Very Good	Good	6000	92.4
May 1995	Good	Very Good	Good	Good	6000	92.5
June 1993	Fair	Fair	Very Good	Good	12000	91.0
April 1991	Fair	Fair	Very Good	Good	5305	91.6

Element Data

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.	797	751	46	0	0
Steel Protective Coating	sq. ft.	7,104	7,098	6	0	0
Deck
Reinforced Concrete Deck	sq. ft.	5,619	5,619	0	0	0
Wearing Surfaces	sq. ft.	5,219	5,147	52	20	0
Substructure
Reinforced Concrete Pier Wall	linear ft.	43	23	20	0	0
Reinforced Concrete Abutment	linear ft.	98	52	35	11	0
Joints
Compression Joint	linear ft.	125	115	10	0	0
Bearings
Elastomeric Bearing	each	12	0	12	0	0
Steel Protective Coating	sq. ft.	38	38	0	0	0
Fixed Bearing	each	12	12	0	0	0
Steel Protective Coating	sq. ft.	32	32	0	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	269	196	40	33	0
Concrete Protective Coating	sq. ft.	2,542	1,271	0	0	1,271

© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
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