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ROUTE 0460 over RICH CREEK

Map

Coordinates:
+37.38310, -80.82481
37°22'59" N, 80°49'29" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:ROUTE 0460 over RICH CREEK
Structure number:000000000008365
Location:3.33-WVA LINE;0.04-RT 219
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:44.9 ft. [13.7 m]
Total length:118.1 ft. [36.0 m]
Roadway width between curbs:86.0 ft. [26.2 m]
Deck width edge-to-edge:90.2 ft. [27.5 m]
Owner:State Highway Agency [01]
Year built:1973
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:3
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: October 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:7,101 [as of 2014]
Truck traffic:9% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Better than present minimum criteria [7]
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 assessed or calculated scour condition. [5]
Sufficiency rating:98.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2017FairGoodGoodSatisfactory710198.0
October 2015FairGoodGoodSatisfactory710198.0
October 2013GoodGoodGoodGood682699.4
October 2011GoodGoodGoodGood682699.4
October 2009GoodGoodGoodGood682699.4
October 2007GoodGoodGoodGood726099.3
October 2005GoodGoodGoodGood735299.3
October 2003FairFairFairGood709887.2
November 2001FairFairFairGood745387.2
November 1999FairSatisfactorySatisfactoryVery Good1028797.0
November 1997FairFairFairGood1000084.9
October 1995FairSatisfactorySatisfactoryVery Good1000097.3
November 1993FairSatisfactorySatisfactoryVery Good700097.5
October 1991GoodGoodVery GoodVery Good606597.5
October 1989GoodGoodVery GoodVery Good849097.4

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Reinforced Concrete Columneach126600
Reinforced Concrete Abutmentlinear ft.19644126260
Reinforced Concrete Pile Cap/Footinglinear ft.5151000
Steel Pileeach10100
Reinforced Concrete Pier Caplinear ft.191191000
Bridge Rail
Other Material Bridge Raillinear ft.2362211500
Deck
Reinforced Concrete Slabsq. ft.10,65710,408178710
Wearing Surfacessq. ft.8,2997,89639490