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JOHN MARSHALL HWY over TURKEY RUN

Map

Coordinates:
+39.07472, -78.37473
39°04'29" N, 78°22'29" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:JOHN MARSHALL HWY over TURKEY RUN
Structure number:000000000016986
Location:0.02 TO 714 - 1.05 TO 754
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:43.0 ft. [13.1 m]
Total length:43.0 ft. [13.1 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:25.9 ft. [7.9 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+Mod / HS 20+Mod [6]
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: June 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:4,838 [as of 2014]
Truck traffic:5% 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:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:56.8
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$95,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2017FairFairFairSatisfactory483856.8
June 2015FairFairFairSatisfactory483861.1
June 2013FairFairFairSatisfactory420060.0
June 2011FairSatisfactorySatisfactoryGood420072.9
June 2009FairGoodSatisfactoryGood420075.9
March 2007FairGoodFairFair435663.7
March 2005FairGoodFairFair313669.7
April 2003FairGoodFairFair297970.0
March 2001FairGoodFairFair260070.0
March 1999FairGoodFairFair226368.0
March 1997FairGoodFairFair210068.0
March 1995FairVery GoodFairFair210066.6
April 1993FairVery GoodFairFair181968.6
March 1991FairVery GoodFairFair160568.6

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.1721541710
Deck
Reinforced Concrete Top Flangesq. ft.1,03291272480
Wearing Surfacessq. ft.1,0321,032000
Substructure
Reinforced Concrete Abutmentlinear ft.112516100
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.8585000
Steel Protective Coatingsq. ft.272272000
Reinforced Concrete Bridge Raillinear ft.85101740