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JAMES MADISON PKWY over MACHODOC CREEK

King George County, Virginia

Map

Coordinates:
+38.32462, -77.09409
38°19'29" N, 77°05'39" W

Facts

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

Name:	JAMES MADISON PKWY over MACHODOC CREEK
Structure number:	000000000010551
Location:	1.5M RTE206-4.9M RTE205
Purpose:	Carries highway over waterway
Route classification:	Principal Arterial - Other (Rural) `[02]`
Length of largest span:	51.8 ft. `[15.8 m]`
Total length:	54.1 ft. `[16.5 m]`
Roadway width between curbs:	27.9 ft. `[8.5 m]`
Deck width edge-to-edge:	29.9 ft. `[9.1 m]`
Owner:	State Highway Agency `[01]`
Year built:	1941
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:	Latex Concrete or similar additive `[3]`

Latest Available Inspection: December 2017

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	7,714 `[as of 2014]`
Truck traffic:	6% of total traffic
Deck condition:	Satisfactory `[6 out of 9]`
Superstructure condition:	Fair `[5 out of 9]`
Substructure condition:	Good `[7 out of 9]`
Structural appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Deck geometry appraisal:	Basically intolerable requiring high priority of corrrective action `[3]`
Water adequacy appraisal:	Superior to present desirable criteria `[9]`
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:	68.0
Recommended work:	Other structural work, including hydraulic replacements. `[38]`
Estimated cost of work:	$20,000

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
December 2017	Fair	Satisfactory	Fair	Good	7714	68.0
December 2015	Fair	Satisfactory	Fair	Good	7714	68.0
December 2013	Fair	Satisfactory	Fair	Good	7122	68.0
December 2011	Fair	Satisfactory	Fair	Good	7122	68.0
December 2009	Fair	Satisfactory	Fair	Good	7122	62.9
December 2007	Fair	Satisfactory	Fair	Good	8071	60.9
December 2005	Fair	Satisfactory	Fair	Good	7539	60.9
January 2004	Fair	Satisfactory	Fair	Good	7253	60.9
December 2001	Fair	Satisfactory	Fair	Good	6270	60.9
December 1999	Fair	Satisfactory	Fair	Good	6758	62.9
December 1997	Fair	Satisfactory	Fair	Good	8000	62.9
March 1996	Fair	Very Good	Fair	Very Good	6500	68.0
October 1994	Good	Very Good	Good	Very Good	12000	79.0
February 1993	Poor	Poor	Fair	Very Good	12310	64.0
January 1992	Poor	Poor	Fair	Very Good	6310	64.0

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.	315	144	6	163	2
Steel Protective Coating	sq. ft.	2,546	2,506	0	0	40
Deck
Reinforced Concrete Deck	sq. ft.	1,616	1,204	400	12	0
Wearing Surfaces	sq. ft.	1,616	1,507	101	8	0
Substructure
Reinforced Concrete Abutment	linear ft.	105	87	17	1	0
Bearings
Movable Bearing	each	6	0	0	6	0
Steel Protective Coating	sq. ft.	12	0	0	0	12
Fixed Bearing	each	6	0	0	6	0
Steel Protective Coating	sq. ft.	12	0	0	0	12
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	108	82	26	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/1576877