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Kings Highway EBL over Staunton River

Charlotte County, Virginia

Map

Coordinates:
+36.82759, -78.68806
36°49'39" N, 78°41'17" W

Facts

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

Name:	Kings Highway EBL over Staunton River
Structure number:	000000000004857
Location:	0.00-Hal.Co./ 0.00-Char.C
Purpose:	Carries highway over waterway
Route classification:	Principal Arterial - Other (Rural) `[02]`
Length of largest span:	73.2 ft. `[22.3 m]`
Total length:	580.1 ft. `[176.8 m]`
Roadway width between curbs:	32.8 ft. `[10.0 m]`
Deck width edge-to-edge:	36.7 ft. `[11.2 m]`
Skew angle:	15°
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:	8
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: December 2017

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	2,921 `[as of 2014]`
Truck traffic:	13% of total traffic
Deck condition:	Satisfactory `[6 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:	Meets minimum tolerable limits to be left in place as is `[4]`
Water adequacy appraisal:	Equal to present desirable criteria `[8]`
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:	91.7

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
December 2017	Fair	Satisfactory	Good	Good	2921	91.7
December 2015	Fair	Satisfactory	Good	Good	2921	91.7
December 2013	Fair	Satisfactory	Good	Good	5800	91.4
December 2011	Good	Good	Good	Good	2659	91.7
December 2009	Good	Good	Good	Good	2659	91.7
November 2007	Good	Good	Good	Good	2825	91.7
November 2005	Good	Very Good	Good	Good	2696	91.7
July 2004	Fair	Fair	Good	Satisfactory	2651	90.7
September 2002	Fair	Satisfactory	Good	Satisfactory	2812	91.7
September 2000	Fair	Satisfactory	Good	Satisfactory	2875	90.7
November 1998	Fair	Fair	Satisfactory	Satisfactory	2875	89.7
August 1996	Fair	Satisfactory	Good	Good	2900	90.7
September 1994	Good	Good	Good	Good	5500	90.6
July 1992	Good	Good	Good	Good	2190	90.8
July 1990	Good	Good	Good	Good	1895	90.8

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.	2,900	2,900	0	0	0
Steel Protective Coating	sq. ft.	25,486	25,484	2	0	0
Deck
Reinforced Concrete Deck	sq. ft.	21,275	10,515	10,760	0	0
Wearing Surfaces	sq. ft.	21,275	18,147	3,128	0	0
Substructure
Reinforced Concrete Pier Wall	linear ft.	70	14	50	6	0
Reinforced Concrete Abutment	linear ft.	75	62	13	0	0
Reinforced Concrete Pier Cap	linear ft.	290	233	57	0	0
Joints
Compression Joint	linear ft.	350	0	350	0	0
Bearings
Movable Bearing	each	40	0	40	0	0
Steel Protective Coating	sq. ft.	17	0	0	17	0
Fixed Bearing	each	40	0	40	0	0
Steel Protective Coating	sq. ft.	17	0	0	17	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	1,161	1,161	0	0	0

© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1574014