64 EBL over Beaverdam Creek


+37.99676, -78.29944
37°59'48" N, 78°17'58" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:64 EBL over Beaverdam Creek
Structure number:000000000007671
Location:.85 Fr Alb &.66 To Lou CL
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Rural) [01]
Length of largest span:80.1 ft. [24.4 m]
Total length:240.2 ft. [73.2 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:44.0 ft. [13.4 m]
Skew angle:45°
Owner:State Highway Agency [01]
Year built:1970
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]
Wearing surface:Epoxy Overlay [5]

Latest Available Inspection: June 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:16,607 [as of 2014]
Truck traffic:10% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Superior to present desirable criteria [9]
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:96.4

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2017FairSatisfactorySatisfactorySatisfactory1660796.4
June 2015FairSatisfactorySatisfactorySatisfactory1660794.4
June 2013FairSatisfactorySatisfactorySatisfactory1559796.5
June 2011FairSatisfactorySatisfactoryFair1559785.3
June 2009FairGoodSatisfactorySatisfactory1559796.5
June 2007FairGoodSatisfactorySatisfactory1585996.5
June 2005FairGoodFairSatisfactory1543685.3
June 2003FairGoodFairSatisfactory1334085.6
June 2001FairGoodFairSatisfactory1245885.7
June 1999FairGoodFairSatisfactory1231285.7
July 1997FairGoodFairSatisfactory1200085.7
July 1995FairGoodSatisfactorySatisfactory1100097.2
June 1993FairSatisfactoryGoodFair821286.3
June 1991FairSatisfactoryGoodFair821286.3

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Steel Girder/Beamlinear ft.1,4341,3983600
Steel Protective Coatingsq. ft.17,20817,208000
Reinforced Concrete Decksq. ft.10,56010,5352230
Wearing Surfacessq. ft.10,56010,560000
Reinforced Concrete Columneach65100
Reinforced Concrete Pier Walllinear ft.9898000
Reinforced Concrete Abutmentlinear ft.1217023280
Reinforced Concrete Pier Caplinear ft.121814000
Pourable Jointlinear ft.2624200
Compression Jointlinear ft.243243000
Movable Bearingeach1803150
Steel Protective Coatingsq. ft.10,75310,753000
Fixed Bearingeach1800180
Steel Protective Coatingsq. ft.10,75310,753000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.480480000
Reinforced Concrete Bridge Raillinear ft.480480000