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EBL I-64 over CHICKAHOMINY RIVER

Map

Coordinates:
+37.51741, -77.20975
37°31'03" N, 77°12'35" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:EBL I-64 over CHICKAHOMINY RIVER
Structure number:000000000012702
Location:0.0 TO HENRICO & 0.0 NKC
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Rural) [01]
Length of largest span:65.0 ft. [19.8 m]
Total length:262.2 ft. [79.9 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:35.1 ft. [10.7 m]
Owner:State Highway Agency [01]
Year built:1966
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:4
Main spans material:Prestressed concrete [5]
Main spans 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:34,759 [as of 2014]
Truck traffic:8% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
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:64.1

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2018FairFairFairSatisfactory3475964.1
March 2016FairFairFairSatisfactory3475964.1
March 2014FairFairFairSatisfactory3353064.2
March 2012FairFairFairSatisfactory3353064.2
March 2010FairFairSatisfactorySatisfactory3353076.0
March 2008FairSatisfactorySatisfactorySatisfactory3503776.9
March 2006FairSatisfactorySatisfactorySatisfactory2876277.6
March 2004FairSatisfactorySatisfactorySatisfactory2940077.6
March 2002FairSatisfactorySatisfactorySatisfactory2761777.8
March 2000FairSatisfactorySatisfactorySatisfactory2777577.7
March 1998FairSatisfactorySatisfactorySatisfactory2777577.7
March 1996FairGoodGoodSatisfactory2250078.4
April 1994FairGoodGoodSatisfactory4200077.1
April 1992GoodVery GoodGoodGood3861077.4

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.1,5721,4947062
Deck
Reinforced Concrete Decksq. ft.9,1718,605497690
Substructure
Reinforced Concrete Pier Walllinear ft.105102120
Reinforced Concrete Abutmentlinear ft.212199850
Reinforced Concrete Pier Caplinear ft.109109000
Joints
Pourable Jointlinear ft.1741135209
Bearings
Elastomeric Bearingeach4800480
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.525525000
Reinforced Concrete Bridge Raillinear ft.5255101500