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US 219 over SECOND CREEK

Map

Coordinates:
+37.68466, -80.45640
37°41'05" N, 80°27'23" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 219 over SECOND CREEK
Structure number:00000000032A066
Location:0.02 Miles N. of CR 219/1
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:75.1 ft. [22.9 m]
Total length:78.4 ft. [23.9 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:33.1 ft. [10.1 m]
Skew angle:10°
Owner:State Highway Agency [01]
Year built:1964
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: January 2017

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:3,477 [as of 2015]
Truck traffic:9% of total traffic
Deck condition:Poor [4 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:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
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 the assessed or calculated scour condition. [8]
Sufficiency rating:53.7
Recommended work:Bridge deck rehabilitation with only incidental widening. [36]
Estimated cost of work:$108,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
January 2017PoorPoorFairFair347753.7
January 2015PoorPoorFairFair250057.7
January 2013FairFairFairFair350055.9
January 2009FairSatisfactoryGoodSatisfactory275073.6
January 2005FairVery GoodVery GoodSatisfactory310072.4
January 2001FairSatisfactoryVery GoodSatisfactory280071.4
January 1999FairSatisfactoryGoodSatisfactory280071.4
January 1997GoodExcellentGoodGood260074.9
January 1995FairExcellentGoodFair260062.1
January 1993GoodVery GoodGoodGood260074.6
January 1991FairSatisfactoryGoodGood230074.6

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.4023920100
Steel Protective Coatingsq. ft.3,5353,5250100
Deck
Reinforced Concrete Decksq. ft.2,5852,45301320
Wearing Surfacessq. ft.2,5852,265264560
Substructure
Reinforced Concrete Abutmentlinear ft.1641500140
Joints
Compression Jointlinear ft.6661050
Bearings
Movable Bearingeach50050
Steel Protective Coatingsq. ft.1000100
Fixed Bearingeach50050
Steel Protective Coatingsq. ft.1000010
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.3142942000
Reinforced Concrete Bridge Raillinear ft.157157000