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JAMES MADISON PKWY over WILLIAMS CREEK

Map

Coordinates:
+38.34664, -77.06062
38°20'48" N, 77°03'38" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:JAMES MADISON PKWY over WILLIAMS CREEK
Structure number:000000000010550
Location:2.6M MD.LINE-0.9M RTE206
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:51.8 ft. [15.8 m]
Total length:54.1 ft. [16.5 m]
Roadway width between curbs:28.9 ft. [8.8 m]
Deck width edge-to-edge:29.9 ft. [9.1 m]
Owner:State Highway Agency [01]
Year built:1940
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:Latex Concrete or similar additive [3]

Latest Available Inspection: December 2017

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:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:70.0
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$20,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
December 2017FairSatisfactoryFairFair1256070.0
December 2015FairSatisfactoryFairFair1256070.0
December 2013FairSatisfactoryFairFair926768.0
December 2011FairSatisfactoryFairFair926768.0
December 2009FairSatisfactoryFairFair926767.7
December 2007FairSatisfactoryFairFair1018965.7
December 2005FairSatisfactoryFairFair951865.7
January 2004FairSatisfactoryFairFair783565.7
December 2001FairSatisfactoryFairFair666365.7
January 2000FairGoodFairFair822967.7
December 1997FairGoodFairFair800067.7
March 1996FairVery GoodFairSatisfactory650068.0
October 1994FairVery GoodGoodSatisfactory1200079.0
February 1993PoorPoorFairSatisfactory1192064.0
January 1992PoorPoorFairSatisfactory611564.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.3152505600
Steel Protective Coatingsq. ft.2,5102,25900251
Deck
Reinforced Concrete Decksq. ft.1,6165421,041330
Substructure
Reinforced Concrete Abutmentlinear ft.102851160
Bearings
Movable Bearingeach60060
Steel Protective Coatingsq. ft.64020
Fixed Bearingeach60060
Steel Protective Coatingsq. ft.60033
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.108882000