Share:

WARDENSVILLE PIKE over DUCK RUN

Map

Coordinates:
+39.09808, -78.44929
39°05'53" N, 78°26'57" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:WARDENSVILLE PIKE over DUCK RUN
Structure number:000000000008107
Location:0.12 TO 603 - 0.07 TO 608
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:63.0 ft. [19.2 m]
Total length:117.1 ft. [35.7 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:27.6 ft. [8.4 m]
Skew angle:34°
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+Mod / HS 20+Mod [6]
Main span material:Concrete [1]
Main span design:Arch - Deck [11]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: March 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:2,472 [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:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:41.9
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$187,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2018FairFairFairSatisfactory247241.9
March 2016FairFairFairSatisfactory247264.2
March 2014FairSatisfactorySatisfactorySatisfactory223976.7
March 2012FairSatisfactorySatisfactorySatisfactory223978.7
April 2010FairSatisfactorySatisfactorySatisfactory223978.7
April 2008FairSatisfactoryVery GoodSatisfactory223979.7
March 2006FairVery GoodGoodSatisfactory210581.0
February 2004FairVery GoodGoodFair184772.0
March 2002FairVery GoodFairFair175772.0
February 2000FairFairFairFair164669.0
March 1998FairSatisfactoryVery GoodFair170070.0
March 1996FairSatisfactoryVery GoodFair140070.0
April 1994FairFairVery GoodFair160063.8
February 1992FairSatisfactoryVery GoodFair147064.8
February 1991FairSatisfactoryVery GoodFair150064.8

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Deck
Reinforced Concrete Decksq. ft.3,2352,955241390
Wearing Surfacessq. ft.3,2353,235000
Superstructure
Reinforced Concrete Archlinear ft.1201031340
Reinforced Concrete Floor Beamlinear ft.180180000
Substructure
Reinforced Concrete Columneach84400
Reinforced Concrete Abutmentlinear ft.63333000
Reinforced Concrete Pier Caplinear ft.57322500
Joints
Strip Seal Jointlinear ft.6060000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.234234000
Steel Protective Coatingsq. ft.749749000
Reinforced Concrete Bridge Raillinear ft.2342091960