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WBL POCAHONTAS TR over TOE INK SWAMP

Map

Coordinates:
+37.48282, -77.13276
37°28'58" N, 77°07'58" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:WBL POCAHONTAS TR over TOE INK SWAMP
Structure number:000000000012640
Location:0.02 TO 640 & 0.20 TO 106
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:51.5 ft. [15.7 m]
Total length:55.1 ft. [16.8 m]
Roadway width between curbs:44.0 ft. [13.4 m]
Deck width edge-to-edge:45.6 ft. [13.9 m]
Skew angle:23°
Owner:State Highway Agency [01]
Year built:1947
Year reconstructed:2011
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: March 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:4,941 [as of 2014]
Truck traffic:4% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:86.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2018FairGoodSatisfactoryGood494186.0
March 2016FairFairSatisfactorySatisfactory494179.4
March 2014FairVery GoodSatisfactoryGood467680.4
March 2012GoodVery GoodVery GoodVery Good467680.4
March 2011PoorPoorSatisfactorySatisfactory467677.4
March 2010PoorPoorSatisfactorySatisfactory467677.4
February 2009PoorPoorSatisfactorySatisfactory559577.3
January 2008PoorPoorSatisfactoryFair519067.2
January 2007PoorPoorGoodFair506467.2
February 2006PoorPoorGoodFair541367.2
March 2004FairFairGoodFair530269.2
February 2002FairFairGoodFair500069.3
February 2000FairFairGoodFair411566.4
February 1998FairFairGoodFair400066.4
February 1996FairFairGoodFair245066.7
March 1994FairSatisfactoryVery GoodFair470067.4
March 1992FairGoodVery GoodFair568067.3

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.371110167940
Steel Protective Coatingsq. ft.3,0502,746602440
Deck
Reinforced Concrete Decksq. ft.2,5122,509210
Substructure
Reinforced Concrete Abutmentlinear ft.192184530
Bearings
Movable Bearingeach72230
Steel Protective Coatingsq. ft.2112900
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.8181000
Steel Protective Coatingsq. ft.9494000
Reinforced Concrete Bridge Raillinear ft.110110000