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WBL KINGS HWY. over BIRCHWOOD CREEK

King George County, Virginia

Map

Coordinates:
+38.25906, -77.27293
38°15'33" N, 77°16'23" W

Facts

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

Name:	WBL KINGS HWY. over BIRCHWOOD CREEK
Structure number:	000000000010541
Location:	4.3M RTE206-4.2M STAFF CO
Purpose:	Carries highway over waterway
Route classification:	Minor Arterial (Rural) `[06]`
Length of largest span:	55.1 ft. `[16.8 m]`
Total length:	115.2 ft. `[35.1 m]`
Roadway width between curbs:	40.4 ft. `[12.3 m]`
Deck width edge-to-edge:	44.0 ft. `[13.4 m]`
Skew angle:	45°
Owner:	State Highway Agency `[01]`
Year built:	1989
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]`

Latest Available Inspection: December 2018

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	9,598 `[as of 2014]`
Truck traffic:	2% of total traffic
Deck condition:	Satisfactory `[6 out of 9]`
Superstructure condition:	Good `[7 out of 9]`
Substructure condition:	Very Good `[8 out of 9]`
Structural appraisal:	Better than present minimum criteria `[7]`
Deck geometry appraisal:	Better than present minimum criteria `[7]`
Water adequacy appraisal:	Equal to present minimum criteria `[6]`
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:	98.0

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
December 2018	Fair	Satisfactory	Good	Very Good	9598	98.0
December 2016	Fair	Satisfactory	Good	Very Good	9598	98.0
December 2014	Fair	Satisfactory	Good	Very Good	9041	98.0
December 2012	Fair	Satisfactory	Good	Very Good	9041	98.0
December 2010	Fair	Satisfactory	Very Good	Very Good	9041	98.0
December 2008	Fair	Satisfactory	Very Good	Very Good	9041	98.0
December 2006	Fair	Satisfactory	Very Good	Very Good	9249	98.0
November 2004	Fair	Satisfactory	Very Good	Very Good	8889	98.0
December 2002	Fair	Satisfactory	Very Good	Very Good	8622	98.0
December 2000	Fair	Satisfactory	Very Good	Very Good	6172	99.0
December 1998	Fair	Satisfactory	Very Good	Very Good	6172	100.0
January 1997	Fair	Satisfactory	Very Good	Very Good	5500	100.0
January 1995	Good	Very Good	Very Good	Very Good	12000	100.0
February 1993	Good	Very Good	Very Good	Very Good	4577	100.0
December 1991	Good	Very Good	Very Good	Very Good	5373	100.0

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.	689	642	47	0	0
Steel Protective Coating	sq. ft.	5,263	5,216	0	46	1
Deck
Reinforced Concrete Deck	sq. ft.	5,063	4,741	214	108	0
Substructure
Prestressed Concrete Column	each	12	12	0	0	0
Reinforced Concrete Abutment	linear ft.	204	154	10	40	0
Reinforced Concrete Pier Cap	linear ft.	115	115	0	0	0
Joints
Compression Joint	linear ft.	243	231	0	0	12
Bearings
Elastomeric Bearing	each	36	25	11	0	0
Steel Protective Coating	sq. ft.	108	75	0	33	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	230	154	76	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/1576869