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WBL I-64 over BEAVERDAM CREEK

New Kent County, Virginia

Map

Coordinates:
+37.47138, -76.90214
37°28'17" N, 76°54'08" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:WBL I-64 over BEAVERDAM CREEK
Structure number:000000000012674
Location:0.97 FR 33 & 2.85 J CITY
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Rural) [01]
Length of largest span:75.1 ft. [22.9 m]
Total length:172.9 ft. [52.7 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: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:Poor
Status:Open, no restriction [A]
Average daily traffic:27,042 [as of 2014]
Truck traffic:7% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
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 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:67.3
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$85,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2018PoorSatisfactoryPoorFair2704267.3
February 2017PoorSatisfactoryPoorFair2704267.3
February 2016PoorSatisfactoryPoorSatisfactory2704267.3
February 2015PoorSatisfactoryPoorFair1800068.5
February 2014PoorSatisfactoryPoorFair1800068.5
February 2012FairSatisfactoryFairFair1800085.1
January 2010FairSatisfactoryFairFair1800085.1
February 2008FairSatisfactoryFairFair1800085.1
February 2006FairSatisfactoryFairSatisfactory1800084.1
March 2004FairSatisfactoryFairSatisfactory1800084.1
February 2002FairSatisfactoryFairSatisfactory1800084.1
February 2000FairSatisfactorySatisfactorySatisfactory1800095.3
February 1998FairSatisfactorySatisfactorySatisfactory1800095.3
February 1996FairGoodSatisfactoryGood1800095.7
March 1994GoodVery GoodGoodGood1314596.0
March 1992GoodVery GoodVery GoodVery Good1314596.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.1,020830017812
Steel Protective Coatingsq. ft.9,23906,4342,310495
Deck
Reinforced Concrete Decksq. ft.7,48007,2712090
Substructure
Reinforced Concrete Pier Walllinear ft.8608600
Reinforced Concrete Abutmentlinear ft.1528552150
Reinforced Concrete Pier Caplinear ft.1168221130
Joints
Pourable Jointlinear ft.2491940055
Bearings
Movable Bearingeach1800180
Steel Protective Coatingsq. ft.5400054
Fixed Bearingeach1800171
Steel Protective Coatingsq. ft.5400054
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.341332900
Reinforced Concrete Bridge Raillinear ft.3413060350