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KINGS HWY. (WBL) over MUDDY CREEK

King George County, Virginia

Map

Coordinates:
+38.26059, -77.34161
38°15'38" N, 77°20'30" W

Facts

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

Name:	KINGS HWY. (WBL) over MUDDY CREEK
Structure number:	000000000010542
Location:	KING GEORGE-STAFFORD LINE
Purpose:	Carries highway over waterway
Route classification:	Minor Arterial (Rural) `[06]`
Length of largest span:	40.0 ft. `[12.2 m]`
Total length:	77.1 ft. `[23.5 m]`
Roadway width between curbs:	38.7 ft. `[11.8 m]`
Deck width edge-to-edge:	40.0 ft. `[12.2 m]`
Skew angle:	45°
Owner:	State Highway Agency `[01]`
Year built:	1931
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	M 13.5 / H 15 `[2]`
Number of main spans:	2
Main spans material:	Prestressed concrete `[5]`
Main spans design:	Slab `[01]`
Deck type:	Concrete Precast Panels `[2]`
Wearing surface:	Bituminous `[6]`

Latest Available Inspection: December 2017

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	10,445 `[as of 2014]`
Truck traffic:	2% of total traffic
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Good `[7 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 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:	97.0

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
December 2017	Fair	Good	Good	Satisfactory	10445	97.0
December 2015	Fair	Good	Good	Satisfactory	10445	97.0
December 2013	Fair	Good	Good	Satisfactory	12096	96.9
December 2011	Fair	Good	Good	Satisfactory	12096	96.9
December 2009	Fair	Good	Good	Satisfactory	12096	96.9
December 2007	Fair	Good	Good	Satisfactory	11702	96.9
December 2005	Fair	Very Good	Very Good	Satisfactory	10146	98.1
January 2004	Good	Very Good	Very Good	Good	9596	98.1
December 2001	Good	Very Good	Very Good	Good	9414	98.1
December 1999	Good	Very Good	Very Good	Good	7561	99.3
January 1998	Good	Excellent	Excellent	Good	7500	99.3
January 1996	Good	Excellent	Excellent	Good	9000	99.2
January 1995	Poor	Poor	Poor	Fair	12000	54.7
January 1994	Poor	Poor	Poor	Fair	6248	59.5
February 1993	Poor	Poor	Poor	Fair	4577	62.3
January 1991	Poor	Poor	Poor	Fair	3173	64.5

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
Prestressed Concrete Closed Web/Box Girder	linear ft.	1,064	564	500	0	0
Deck
Reinforced Concrete Deck	sq. ft.	3,086	3,086	0	0	0
Wearing Surfaces	sq. ft.	3,086	2,884	152	0	50
Substructure
Reinforced Concrete Pier Wall	linear ft.	63	0	48	15	0
Reinforced Concrete Abutment	linear ft.	171	103	34	34	0
Reinforced Concrete Pier Cap	linear ft.	63	46	9	8	0
Joints
Pourable Joint	linear ft.	59	0	0	0	59
Bearings
Elastomeric Bearing	each	112	111	1	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	174	124	25	25	0

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