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JAMES MADISON PKWY over WILLIAMS CREEK

King George County, Virginia

Map

Coordinates:
+38.34680, -77.06073
38°20'48" N, 77°03'39" W

Facts

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

Name:	JAMES MADISON PKWY over WILLIAMS CREEK
Structure number:	000000000010556
Location:	0.9M RTE206-2.6M MD.LINE
Purpose:	Carries highway over waterway
Route classification:	Principal Arterial - Other (Rural) `[02]`
Length of largest span:	53.2 ft. `[16.2 m]`
Total length:	55.1 ft. `[16.8 m]`
Roadway width between curbs:	40.0 ft. `[12.2 m]`
Deck width edge-to-edge:	42.0 ft. `[12.8 m]`
Owner:	State Highway Agency `[01]`
Year built:	1963
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 18 / HS 20 `[5]`
Main span material:	Steel `[3]`
Main span design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Monolithic Concrete (concurrently placed with structural deck) `[1]`

Latest Available Inspection: December 2018

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	12,560 `[as of 2014]`
Truck traffic:	6% of total traffic
Deck condition:	Good `[7 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:	Equal to present minimum criteria `[6]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Channel protection:	Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. `[7]`
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	Good	Satisfactory	Satisfactory	12560	98.0
December 2016	Fair	Good	Satisfactory	Satisfactory	12560	98.0
December 2014	Fair	Good	Satisfactory	Satisfactory	9267	98.0
December 2012	Fair	Good	Good	Satisfactory	9267	98.0
December 2010	Fair	Good	Good	Satisfactory	9267	98.0
December 2008	Fair	Good	Good	Satisfactory	9267	98.0
December 2006	Fair	Good	Good	Satisfactory	9687	98.0
December 2004	Fair	Good	Good	Satisfactory	8025	95.0
December 2002	Fair	Good	Good	Satisfactory	7835	95.0
December 2000	Fair	Good	Good	Satisfactory	8229	95.0
December 1998	Fair	Good	Good	Satisfactory	8229	97.0
December 1996	Fair	Satisfactory	Very Good	Satisfactory	6500	97.0
January 1995	Fair	Satisfactory	Very Good	Satisfactory	12000	97.0
February 1993	Fair	Good	Very Good	Fair	11920	84.7
January 1992	Fair	Good	Very Good	Fair	6115	84.7

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.	312	234	74	4	0
Steel Protective Coating	sq. ft.	2,912	2,184	0	0	728
Deck
Reinforced Concrete Deck	sq. ft.	2,315	2,313	0	2	0
Wearing Surfaces	sq. ft.	2,315	798	1,505	12	0
Substructure
Reinforced Concrete Abutment	linear ft.	149	119	16	14	0
Bearings
Movable Bearing	each	6	0	0	6	0
Steel Protective Coating	sq. ft.	12	0	0	12	0
Fixed Bearing	each	6	0	0	6	0
Steel Protective Coating	sq. ft.	12	0	0	12	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	105	105	0	0	0
Steel Protective Coating	sq. ft.	270	270	0	0	0
Reinforced Concrete Bridge Rail	linear ft.	105	69	36	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/1576879