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EBL KING'S HWY. over LAMB'S CREEK

Map

Coordinates:
+38.25922, -77.26061
38°15'33" N, 77°15'38" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:EBL KING'S HWY. over LAMB'S CREEK
Structure number:000000000023463
Location:3.6M RTE206-4.9M STAFF CO
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
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:Good [7 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:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
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:97.1

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
December 2018GoodGoodVery GoodVery Good959897.1
December 2016GoodGoodVery GoodVery Good959897.1
December 2014GoodGoodVery GoodVery Good904197.2
December 2012GoodGoodVery GoodVery Good904197.2
December 2010GoodGoodVery GoodVery Good904197.2
December 2008GoodGoodVery GoodVery Good904197.2
December 2006GoodGoodVery GoodVery Good924997.1
November 2004GoodGoodVery GoodVery Good888998.2
December 2002GoodGoodVery GoodVery Good862298.2
December 2000GoodGoodVery GoodVery Good617299.4
December 1998GoodGoodVery GoodVery Good617299.4
January 1997GoodGoodVery GoodVery Good550099.5
January 1995GoodExcellentExcellentExcellent1200099.1
February 1993GoodExcellentExcellentExcellent468099.6

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.4,41904,41540
Substructure
Prestressed Concrete Columneach66000
Reinforced Concrete Abutmentlinear ft.14912114140
Reinforced Concrete Pier Caplinear ft.4343000
Joints
Compression Jointlinear ft.1281080020
Bearings
Movable Bearingeach1414000
Steel Protective Coatingsq. ft.2828000
Fixed Bearingeach1414000
Steel Protective Coatingsq. ft.2828000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.220220000