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Kings Highway WBL over Staunton River

Map

Coordinates:
+36.82778, -78.68806
36°49'40" N, 78°41'17" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:Kings Highway WBL over Staunton River
Structure number:000000000004858
Location:0.00-Hal.Co/0.00-Char.Co
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:73.2 ft. [22.3 m]
Total length:580.1 ft. [176.8 m]
Roadway width between curbs:32.8 ft. [10.0 m]
Deck width edge-to-edge:36.7 ft. [11.2 m]
Skew angle:15°
Owner:State Highway Agency [01]
Year built:1969
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:8
Main spans material:Steel [3]
Main spans 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:2,921 [as of 2014]
Truck traffic:13% 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:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
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]
Pier/abutment protection:In place but in a deteriorated condition [3]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:90.7

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
December 2017FairGoodGoodSatisfactory292190.7
December 2015FairGoodGoodSatisfactory292190.7
December 2013FairGoodGoodSatisfactory265991.7
December 2011GoodGoodGoodGood265991.7
December 2009GoodGoodGoodGood265991.7
November 2007GoodGoodGoodGood282591.7
November 2005GoodVery GoodGoodGood269691.7
July 2004FairFairGoodSatisfactory265190.7
September 2002FairSatisfactoryGoodSatisfactory281291.7
September 2000GoodGoodGoodGood287590.7
November 1998FairSatisfactorySatisfactorySatisfactory287590.7
August 1996FairSatisfactoryGoodGood290090.7
September 1994GoodGoodGoodGood550090.6
July 1992GoodGoodGoodGood219090.8
July 1990GoodGoodGoodGood219090.8

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.2,9002,900000
Steel Protective Coatingsq. ft.25,48625,486000
Deck
Reinforced Concrete Decksq. ft.21,27515,6605,61500
Wearing Surfacessq. ft.21,27512,6958,58000
Substructure
Reinforced Concrete Pier Walllinear ft.70145600
Reinforced Concrete Abutmentlinear ft.7572300
Reinforced Concrete Pier Caplinear ft.29026117120
Joints
Compression Jointlinear ft.35022071590
Bearings
Movable Bearingeach4004000
Steel Protective Coatingsq. ft.1700170
Fixed Bearingeach4004000
Steel Protective Coatingsq. ft.1700170
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.1,16186529600