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WBL KING'S HWY. over LAMB'S CREEK

Map

Coordinates:
+38.25940, -77.26058
38°15'34" N, 77°15'38" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:WBL KING'S HWY. over LAMB'S CREEK
Structure number:000000000023266
Location:3.6M RTE206-4.9M STAFF CO
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:50.9 ft. [15.5 m]
Total length:102.0 ft. [31.1 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:43.3 ft. [13.2 m]
Skew angle:10°
Owner:State Highway Agency [01]
Year built:1992
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:2
Main spans material:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: December 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:9,598 [as of 2014]
Truck traffic:2% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
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:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:98.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
December 2018GoodVery GoodVery GoodVery Good959898.0
December 2016GoodVery GoodVery GoodVery Good959898.0
December 2014GoodVery GoodVery GoodVery Good904198.0
December 2012GoodVery GoodVery GoodVery Good904198.0
December 2010GoodVery GoodVery GoodVery Good904198.0
December 2008GoodVery GoodVery GoodVery Good904198.0
December 2006GoodVery GoodVery GoodVery Good924998.0
November 2004GoodVery GoodVery GoodVery Good888999.0
December 2002GoodVery GoodVery GoodVery Good862299.0
December 2000GoodVery GoodVery GoodVery Good6172100.0
December 1998GoodVery GoodVery GoodVery Good6172100.0
January 1997GoodVery GoodVery GoodVery Good5500100.0
January 1995GoodExcellentExcellentExcellent12000100.0
February 1993GoodExcellentExcellentExcellent4680100.0
January 1992GoodExcellentExcellentExcellent4680100.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.351351000
Deck
Reinforced Concrete Decksq. ft.4,4193,747662100
Substructure
Prestressed Concrete Columneach66000
Reinforced Concrete Abutmentlinear ft.1256530300
Reinforced Concrete Pier Caplinear ft.4342010
Joints
Compression Jointlinear ft.1281030025
Bearings
Movable Bearingeach1414000
Steel Protective Coatingsq. ft.2828000
Fixed Bearingeach1414000
Steel Protective Coatingsq. ft.2828000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.220220000