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US 219 over RICH CREEK

Map

Coordinates:
+37.39674, -80.79730
37°23'48" N, 80°47'50" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 219 over RICH CREEK
Structure number:00000000032A060
Location:0.11 Miles N. of WV 12
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:29.9 ft. [9.1 m]
Total length:64.0 ft. [19.5 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:27.2 ft. [8.3 m]
Skew angle:45°
Owner:State Highway Agency [01]
Year built:1931
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:2
Main spans material:Concrete [1]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: January 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:5,199 [as of 2016]
Truck traffic:9% of total traffic
Deck condition:Fair [5 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 replacement [2]
Water adequacy appraisal:Superior to present desirable criteria [9]
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:49.8
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,334,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
January 2018FairFairFairFair519949.8
January 2015FairFairFairFair530049.8
January 2014GoodGoodGoodGood530061.8
January 2012FairSatisfactorySatisfactoryGood460061.9
January 2011FairSatisfactorySatisfactoryGood460061.7
January 2010GoodGoodGoodGood610061.7
January 2009GoodGoodGoodGood610061.7
January 2008GoodGoodGoodGood610061.7
January 2007GoodGoodGoodGood610061.7
January 2006GoodGoodGoodGood600061.7
January 2005GoodGoodGoodGood600061.7
January 2003GoodGoodGoodGood590061.7
January 2001GoodGoodGoodGood590061.7
January 1999GoodGoodGoodGood590061.7
January 1997GoodGoodGoodGood410060.1
January 1995GoodGoodGoodGood420060.1
January 1993GoodGoodGoodGood420047.2
January 1991GoodGoodGoodGood370047.2

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Reinforced Concrete Pier Walllinear ft.4242000
Reinforced Concrete Abutmentlinear ft.113105170
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.6300063
Steel Protective Coatingsq. ft.7070063
Reinforced Concrete Bridge Raillinear ft.1281100180
Deck
Reinforced Concrete Slabsq. ft.2,6462,26203840
Wearing Surfacessq. ft.1,7341,65437430