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JAMES MADISON PKWY over MACHODOC CREEK

Map

Coordinates:
+38.32462, -77.09409
38°19'29" N, 77°05'39" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:JAMES MADISON PKWY over MACHODOC CREEK
Structure number:000000000010551
Location:1.5M RTE206-4.9M RTE205
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:51.8 ft. [15.8 m]
Total length:54.1 ft. [16.5 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:29.9 ft. [9.1 m]
Owner:State Highway Agency [01]
Year built:1941
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:7,714 [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:Good [7 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 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 condition. [5]
Sufficiency rating:68.0
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$20,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
December 2017FairSatisfactoryFairGood771468.0
December 2015FairSatisfactoryFairGood771468.0
December 2013FairSatisfactoryFairGood712268.0
December 2011FairSatisfactoryFairGood712268.0
December 2009FairSatisfactoryFairGood712262.9
December 2007FairSatisfactoryFairGood807160.9
December 2005FairSatisfactoryFairGood753960.9
January 2004FairSatisfactoryFairGood725360.9
December 2001FairSatisfactoryFairGood627060.9
December 1999FairSatisfactoryFairGood675862.9
December 1997FairSatisfactoryFairGood800062.9
March 1996FairVery GoodFairVery Good650068.0
October 1994GoodVery GoodGoodVery Good1200079.0
February 1993PoorPoorFairVery Good1231064.0
January 1992PoorPoorFairVery Good631064.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.31514461632
Steel Protective Coatingsq. ft.2,5462,5060040
Deck
Reinforced Concrete Decksq. ft.1,6161,204400120
Wearing Surfacessq. ft.1,6161,50710180
Substructure
Reinforced Concrete Abutmentlinear ft.105871710
Bearings
Movable Bearingeach60060
Steel Protective Coatingsq. ft.1200012
Fixed Bearingeach60060
Steel Protective Coatingsq. ft.1200012
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.108822600