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EBL POCAHONTAS TR over TOE INK SWAMP

Map

Coordinates:
+37.48268, -77.13306
37°28'58" N, 77°07'59" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:EBL POCAHONTAS TR over TOE INK SWAMP
Structure number:000000000012641
Location:0.03 TO 640 & 0.20 TO 106
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:53.2 ft. [16.2 m]
Total length:56.1 ft. [17.1 m]
Roadway width between curbs:44.0 ft. [13.4 m]
Deck width edge-to-edge:45.6 ft. [13.9 m]
Skew angle:27°
Owner:State Highway Agency [01]
Year built:1947
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:Poor
Status:Open, no restriction [A]
Average daily traffic:4,941 [as of 2014]
Truck traffic:4% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
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 the assessed or calculated scour condition. [8]
Sufficiency rating:49.6
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,261,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2018PoorPoorFairPoor494149.6
March 2017PoorPoorFairPoor494149.6
March 2016PoorPoorFairPoor494147.7
March 2014PoorPoorFairPoor467647.8
March 2013FairFairFairFair467666.1
March 2012FairFairFairFair467666.1
March 2011PoorPoorPoorPoor467647.8
March 2010PoorPoorPoorPoor467647.8
February 2009PoorPoorPoorPoor559547.5
January 2008PoorFairPoorPoor519049.7
February 2006FairFairSatisfactoryFair541365.0
March 2004FairFairSatisfactoryFair530265.0
February 2002FairFairSatisfactoryFair500066.1
February 2000FairFairSatisfactoryFair411563.2
February 1998FairFairSatisfactoryFair400063.2
February 1996FairFairSatisfactoryFair245063.6
March 1994FairSatisfactoryVery GoodFair470064.3
March 1992GoodGoodVery GoodVery Good568073.3

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.3920297950
Steel Protective Coatingsq. ft.3,28202,745328209
Deck
Reinforced Concrete Decksq. ft.2,77802,1845940
Substructure
Reinforced Concrete Abutmentlinear ft.18953108280
Bearings
Movable Bearingeach70070
Steel Protective Coatingsq. ft.70070
Fixed Bearingeach70610
Steel Protective Coatingsq. ft.70061
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.112112000
Reinforced Concrete Bridge Raillinear ft.1125545120
Concrete Protective Coatingsq. ft.42620900217