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EBL I-64 over WAHRANI SWAMP

Map

Coordinates:
+37.45319, -76.87238
37°27'11" N, 76°52'21" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:EBL I-64 over WAHRANI SWAMP
Structure number:000000000012675
Location:3.03 FR 33 & 0.79 TOJ CTY
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Rural) [01]
Length of largest span:75.1 ft. [22.9 m]
Total length:159.1 ft. [48.5 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:44.0 ft. [13.4 m]
Owner:State Highway Agency [01]
Year built:1972
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:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: February 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:27,427 [as of 2014]
Truck traffic:7% of total traffic
Deck condition:Satisfactory [6 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:Better than present minimum criteria [7]
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:86.1
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$250,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2018FairSatisfactoryFairFair2742786.1
February 2017FairSatisfactoryFairFair2742786.1
February 2016PoorSatisfactoryPoorFair2742767.2
February 2015PoorSatisfactoryPoorFair2337567.8
February 2014PoorSatisfactoryPoorFair2337567.8
February 2012FairSatisfactoryFairFair2337584.5
January 2010FairSatisfactoryFairFair2337584.5
February 2008FairSatisfactoryFairFair2367884.5
February 2006FairGoodFairSatisfactory2101284.7
March 2004FairSatisfactoryFairSatisfactory2193384.6
February 2002FairSatisfactoryFairSatisfactory1930884.9
February 2000FairGoodFairSatisfactory2366084.5
February 1998FairGoodSatisfactorySatisfactory2450095.7
February 1996FairGoodSatisfactorySatisfactory1800096.7
March 1994FairVery GoodGoodSatisfactory3600095.3
March 1992FairVery GoodVery GoodSatisfactory1356097.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.78180613880
Steel Protective Coatingsq. ft.7,0709844,4981,5880
Deck
Reinforced Concrete Decksq. ft.6,90806,8061020
Substructure
Reinforced Concrete Pier Walllinear ft.2828000
Reinforced Concrete Abutmentlinear ft.1169412100
Reinforced Concrete Pier Caplinear ft.82582040
Joints
Compression Jointlinear ft.8888000
Bearings
Elastomeric Bearingeach3030000
Steel Protective Coatingsq. ft.3030000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.3143021110
Reinforced Concrete Bridge Raillinear ft.3142823200