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KINGS HWY. (WBL) over MUDDY CREEK

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

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
December 2017FairGoodGoodSatisfactory1044597.0
December 2015FairGoodGoodSatisfactory1044597.0
December 2013FairGoodGoodSatisfactory1209696.9
December 2011FairGoodGoodSatisfactory1209696.9
December 2009FairGoodGoodSatisfactory1209696.9
December 2007FairGoodGoodSatisfactory1170296.9
December 2005FairVery GoodVery GoodSatisfactory1014698.1
January 2004GoodVery GoodVery GoodGood959698.1
December 2001GoodVery GoodVery GoodGood941498.1
December 1999GoodVery GoodVery GoodGood756199.3
January 1998GoodExcellentExcellentGood750099.3
January 1996GoodExcellentExcellentGood900099.2
January 1995PoorPoorPoorFair1200054.7
January 1994PoorPoorPoorFair624859.5
February 1993PoorPoorPoorFair457762.3
January 1991PoorPoorPoorFair317364.5

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Closed Web/Box Girderlinear ft.1,06456450000
Deck
Reinforced Concrete Decksq. ft.3,0863,086000
Wearing Surfacessq. ft.3,0862,884152050
Substructure
Reinforced Concrete Pier Walllinear ft.63048150
Reinforced Concrete Abutmentlinear ft.17110334340
Reinforced Concrete Pier Caplinear ft.6346980
Joints
Pourable Jointlinear ft.5900059
Bearings
Elastomeric Bearingeach112111100
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.17412425250