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Kings Highway NBL over Rt 15 & 360 Bu; BB

Map

Coordinates:
+37.00808, -78.48427
37°00'29" N, 78°29'03" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:Kings Highway NBL over Rt 15 & 360 Bu; BB
Structure number:000000000004827
Location:1.40-Rt.622 / 0.80-Rt.629
Purpose:Carries highway over highway and railroad
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:77.1 ft. [23.5 m]
Total length:296.9 ft. [90.5 m]
Roadway width between curbs:32.8 ft. [10.0 m]
Deck width edge-to-edge:36.7 ft. [11.2 m]
Vertical clearance below bridge:19.7 ft. [6.0 m]
Skew angle:48°
Owner:State Highway Agency [01]
Year built:1966
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:4
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: July 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:2,750 [as of 2017]
Truck traffic:11% 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]
Underclearances appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:88.7

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2018FairGoodGoodSatisfactory275088.7
July 2016FairSatisfactoryGoodSatisfactory227688.8
July 2014FairSatisfactoryVery GoodSatisfactory275088.7
July 2012FairSatisfactoryVery GoodSatisfactory228888.8
July 2010FairSatisfactoryVery GoodSatisfactory228891.8
July 2008FairSatisfactoryVery GoodSatisfactory228891.8
July 2006FairSatisfactoryVery GoodSatisfactory238291.8
July 2004FairSatisfactoryVery GoodSatisfactory231191.8
October 2002FairSatisfactoryVery GoodSatisfactory299991.7
July 2000FairSatisfactorySatisfactorySatisfactory318589.7
November 1998FairSatisfactorySatisfactorySatisfactory318589.7
August 1996FairSatisfactorySatisfactoryGood290089.7
September 1994GoodGoodGoodGood560088.5
July 1992GoodGoodGoodGood181788.8
August 1990GoodGoodGoodGood181889.8

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.1,4861,4068000
Steel Protective Coatingsq. ft.13,1519,9532,4907080
Deck
Reinforced Concrete Decksq. ft.10,91210,01190010
Wearing Surfacessq. ft.9,7429,742000
Substructure
Reinforced Concrete Columneach99000
Reinforced Concrete Abutmentlinear ft.131993200
Reinforced Concrete Pile Cap/Footinglinear ft.131131000
Reinforced Concrete Pier Caplinear ft.1711392660
Joints
Compression Jointlinear ft.256256000
Bearings
Elastomeric Bearingeach40231520
Steel Protective Coatingsq. ft.6000600
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.594593100
Reinforced Concrete Bridge Raillinear ft.594594000