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JAMES MADISON PKWY over WILLIAMS CREEK

Map

Coordinates:
+38.34680, -77.06073
38°20'48" N, 77°03'39" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:JAMES MADISON PKWY over WILLIAMS CREEK
Structure number:000000000010556
Location:0.9M RTE206-2.6M MD.LINE
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:53.2 ft. [16.2 m]
Total length:55.1 ft. [16.8 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:42.0 ft. [12.8 m]
Owner:State Highway Agency [01]
Year built:1963
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: December 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:12,560 [as of 2014]
Truck traffic:6% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Equal to present minimum criteria [6]
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]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:98.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
December 2018FairGoodSatisfactorySatisfactory1256098.0
December 2016FairGoodSatisfactorySatisfactory1256098.0
December 2014FairGoodSatisfactorySatisfactory926798.0
December 2012FairGoodGoodSatisfactory926798.0
December 2010FairGoodGoodSatisfactory926798.0
December 2008FairGoodGoodSatisfactory926798.0
December 2006FairGoodGoodSatisfactory968798.0
December 2004FairGoodGoodSatisfactory802595.0
December 2002FairGoodGoodSatisfactory783595.0
December 2000FairGoodGoodSatisfactory822995.0
December 1998FairGoodGoodSatisfactory822997.0
December 1996FairSatisfactoryVery GoodSatisfactory650097.0
January 1995FairSatisfactoryVery GoodSatisfactory1200097.0
February 1993FairGoodVery GoodFair1192084.7
January 1992FairGoodVery GoodFair611584.7

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.3122347440
Steel Protective Coatingsq. ft.2,9122,18400728
Deck
Reinforced Concrete Decksq. ft.2,3152,313020
Wearing Surfacessq. ft.2,3157981,505120
Substructure
Reinforced Concrete Abutmentlinear ft.14911916140
Bearings
Movable Bearingeach60060
Steel Protective Coatingsq. ft.1200120
Fixed Bearingeach60060
Steel Protective Coatingsq. ft.1200120
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.105105000
Steel Protective Coatingsq. ft.270270000
Reinforced Concrete Bridge Raillinear ft.105693600