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I-64 EBL over CSX RAILROAD

Map

Coordinates:
+37.79058, -80.29417
37°47'26" N, 80°17'39" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I-64 EBL over CSX RAILROAD
Structure number:00000000013A163
Location:3.95 Miles E. of CR 60/14
Purpose:Carries highway over railroad
Route classification:Principal Arterial - Interstate (Rural) [01]
Length of largest span:65.0 ft. [19.8 m]
Total length:166.3 ft. [50.7 m]
Roadway width between curbs:37.1 ft. [11.3 m]
Deck width edge-to-edge:40.4 ft. [12.3 m]
Vertical clearance below bridge:19.7 ft. [6.0 m]
Skew angle:20°
Owner:State Highway Agency [01]
Year built:1965
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Main span material:Prestressed concrete [5]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: September 2018

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:8,702 [as of 2015]
Truck traffic:28% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Poor [4 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:62.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$1,842,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2018PoorFairPoorPoor870262.0
September 2016FairFairFairFair870278.0
August 2014FairFairFairFair495678.0
August 2012FairFairFairFair550078.0
August 2010FairFairFairFair550079.4
October 2008FairSatisfactoryFairFair710080.2
October 2006FairSatisfactoryFairFair625080.3
March 2005FairSatisfactoryFairFair600080.3
October 2004FairSatisfactoryFairFair600080.3
October 2002FairSatisfactoryFairGood550080.4
October 2000FairSatisfactoryFairGood525080.4
October 1998FairSatisfactoryFairGood475080.4
October 1996FairGoodSatisfactoryGood425091.6
October 1994FairVery GoodSatisfactoryGood385091.7
October 1992GoodVery GoodGoodGood460091.6
October 1990GoodVery GoodVery GoodVery Good680091.5

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.9669290370
Deck
Reinforced Concrete Decksq. ft.6,5213,88202,6390
Wearing Surfacessq. ft.5,9575,957000
Substructure
Reinforced Concrete Columneach63210
Reinforced Concrete Pier Walllinear ft.70531700
Reinforced Concrete Abutmentlinear ft.14211812120
Reinforced Concrete Pier Caplinear ft.84664140
Joints
Compression Jointlinear ft.160160000
Bearings
Elastomeric Bearingeach2424000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.48332216100
Reinforced Concrete Bridge Raillinear ft.322322000