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EBL KINGS HWY. over BIRCHWOOD CREEK

Map

Coordinates:
+38.25889, -77.27257
38°15'32" N, 77°16'21" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:EBL KINGS HWY. over BIRCHWOOD CREEK
Structure number:000000000010538
Location:4.3M RTE206-4.2M STAFF CO
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:41.0 ft. [12.5 m]
Total length:43.0 ft. [13.1 m]
Roadway width between curbs:42.7 ft. [13.0 m]
Deck width edge-to-edge:45.6 ft. [13.9 m]
Owner:State Highway Agency [01]
Year built:1966
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Main span material:Concrete [1]
Main span design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: December 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:9,598 [as of 2014]
Truck traffic:2% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Superior to present desirable criteria [9]
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 conditions; field review indicates action is required. [4]
Sufficiency rating:85.8

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
December 2018FairFairFairSatisfactory959885.8
December 2016FairSatisfactorySatisfactorySatisfactory959898.7
December 2014FairSatisfactorySatisfactorySatisfactory904199.0
December 2012FairSatisfactorySatisfactorySatisfactory904199.0
December 2010FairSatisfactorySatisfactorySatisfactory904195.9
December 2008FairSatisfactorySatisfactorySatisfactory904195.9
December 2006FairSatisfactorySatisfactorySatisfactory924995.9
November 2004FairSatisfactorySatisfactorySatisfactory888995.9
December 2002FairSatisfactorySatisfactorySatisfactory862295.9
December 2000FairSatisfactorySatisfactorySatisfactory617296.9
December 1998FairSatisfactorySatisfactorySatisfactory617296.9
January 1997FairGoodFairFair550085.9
January 1995FairVery GoodFairGood1200085.9
February 1993FairVery GoodFairGood457785.9
January 1992FairVery GoodFairGood317385.9

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.3453102690
Deck
Reinforced Concrete Decksq. ft.1,9601,64631310
Wearing Surfacessq. ft.1,8741,44404300
Substructure
Reinforced Concrete Abutmentlinear ft.1955014140
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.105105000