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I-64 WBL over CR 38 & GREENBRIER RIVER

Map

Coordinates:
+37.78960, -80.38411
37°47'23" N, 80°23'03" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I-64 WBL over CR 38 & GREENBRIER RIVER
Structure number:00000000013A153
Location:2.57 Miles W. of CR 60/14
Purpose:Carries highway over highway and waterway
Route classification:Principal Arterial - Interstate (Rural) [01]
Length of largest span:163.4 ft. [49.8 m]
Total length:821.9 ft. [250.5 m]
Roadway width between curbs:40.4 ft. [12.3 m]
Deck width edge-to-edge:44.6 ft. [13.6 m]
Vertical clearance below bridge:55.8 ft. [17.0 m]
Owner:State Highway Agency [01]
Year built:1967
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:5
Main spans material:Steel continuous [4]
Main spans design:Girder and floorbeam system [03]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: May 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:10,771 [as of 2016]
Truck traffic:28% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 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]
Underclearances appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:There are no noticeable or noteworthy deficiencies which affect the condition of the channel. [9]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:84.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$1,266,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2018FairSatisfactorySatisfactoryFair1077184.0
May 2016FairGoodSatisfactoryFair554084.0
May 2014FairGoodSatisfactoryFair600082.1
May 2013FairGoodSatisfactoryGood600093.1
May 2012FairGoodSatisfactoryGood550093.1
May 2011FairGoodSatisfactorySatisfactory550093.1
June 2010FairGoodSatisfactorySatisfactory550092.4
September 2008FairGoodSatisfactorySatisfactory910096.1
August 2006FairGoodSatisfactorySatisfactory700096.3
September 2004FairGoodSatisfactorySatisfactory650092.3
August 2002FairGoodSatisfactorySatisfactory725092.2
September 2000FairGoodFairSatisfactory750081.0
September 1998GoodGoodGoodGood575092.3
September 1996GoodGoodGoodGood525091.4
September 1994GoodGoodGoodGood500093.5
September 1992GoodGoodGoodGood600092.4
October 1990GoodGoodGoodGood920092.2

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.1,6401,640000
Steel Protective Coatingsq. ft.33,89533,895000
Steel Stringerlinear ft.3,2803,280000
Steel Protective Coatingsq. ft.22,21022,210000
Deck
Reinforced Concrete Decksq. ft.36,40036,3811900
Wearing Surfacessq. ft.36,40036,29134750
Superstructure
Steel Floor Beamlinear ft.935935000
Steel Protective Coatingsq. ft.14,53514,535000
Substructure
Reinforced Concrete Columneach21010
Reinforced Concrete Abutmentlinear ft.895812190
Concrete Protective Coatingsq. ft.336336000
Prestressed Concrete Pileeach88000
Prestressed Concrete Pier Caplinear ft.176175010
Joints
Assembly without Seal Jointlinear ft.8989000
Bearings
Movable Bearingeach1010000
Fixed Bearingeach22000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.1,6401,48615220