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EBL KING'S HWY. over MUDDY CREEK

King George County, Virginia

Map

Coordinates:
+38.26051, -77.34129
38°15'38" N, 77°20'29" W

Facts

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

Name:	EBL KING'S HWY. over MUDDY CREEK
Structure number:	000000000010540
Location:	0.0M K.G.CO-0.0M STAFF.CO
Purpose:	Carries highway over waterway
Route classification:	Minor Arterial (Rural) `[06]`
Length of largest span:	76.1 ft. `[23.2 m]`
Total length:	80.1 ft. `[24.4 m]`
Roadway width between curbs:	38.4 ft. `[11.7 m]`
Deck width edge-to-edge:	41.7 ft. `[12.7 m]`
Skew angle:	45°
Owner:	State Highway Agency `[01]`
Year built:	1988
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 18+Mod / HS 20+Mod `[6]`
Main span material:	Steel `[3]`
Main span 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:	10,445 `[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:	Good `[7 out of 9]`
Structural appraisal:	Better than present minimum criteria `[7]`
Deck geometry appraisal:	Better than present minimum criteria `[7]`
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:	97.0

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
December 2018	Fair	Satisfactory	Good	Good	10445	97.0
December 2016	Fair	Satisfactory	Good	Good	10445	97.0
December 2014	Fair	Satisfactory	Good	Good	12096	96.9
December 2012	Fair	Satisfactory	Good	Good	12096	96.9
December 2010	Fair	Satisfactory	Good	Good	12096	96.9
December 2008	Fair	Satisfactory	Good	Good	12096	96.9
December 2006	Fair	Satisfactory	Good	Good	10164	97.1
November 2004	Fair	Satisfactory	Good	Good	10305	99.0
December 2002	Fair	Satisfactory	Good	Good	9414	99.1
December 2000	Fair	Satisfactory	Good	Good	7561	99.3
December 1998	Fair	Satisfactory	Good	Good	7561	99.3
January 1997	Fair	Satisfactory	Good	Good	9000	99.2
January 1995	Fair	Satisfactory	Very Good	Very Good	12000	99.1
February 1993	Good	Good	Very Good	Very Good	4577	99.7
January 1992	Good	Good	Very Good	Very Good	9155	99.3

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.	384	384	0	0	0
Steel Protective Coating	sq. ft.	3,904	3,904	0	0	0
Deck
Reinforced Concrete Deck	sq. ft.	3,336	1,368	1,960	8	0
Substructure
Reinforced Concrete Abutment	linear ft.	105	48	17	40	0
Joints
Compression Joint	linear ft.	119	100	0	19	0
Bearings
Movable Bearing	each	5	0	3	0	2
Steel Protective Coating	sq. ft.	5	0	0	0	5
Fixed Bearing	each	5	0	5	0	0
Steel Protective Coating	sq. ft.	5	0	0	0	5
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	155	116	39	0	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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