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I-64 WBL over CR 27/2 and New River

Map

Coordinates:
+37.78125, -80.90131
37°46'52" N, 80°54'05" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I-64 WBL over CR 27/2 and New River
Structure number:00000000045A073
Location:0.15 Miles W. of CR 7
Purpose:Carries highway over highway and waterway
Route classification:Principal Arterial - Interstate (Rural) [01]
Length of largest span:255.3 ft. [77.8 m]
Total length:1428.2 ft. [435.3 m]
Roadway width between curbs:40.4 ft. [12.3 m]
Deck width edge-to-edge:44.0 ft. [13.4 m]
Vertical clearance below bridge:39.4 ft. [12.0 m]
Skew angle:34°
Owner:State Highway Agency [01]
Year built:1982
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:6
Main spans material:Steel continuous [4]
Main spans design:Girder and floorbeam system [03]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: May 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:5,824 [as of 2016]
Truck traffic:18% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 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:Meets minimum tolerable limits to be left in place as is [4]
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:83.7
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$2,000,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2018FairGoodGoodFair582483.7
May 2016GoodGoodGoodGood582496.0
May 2014GoodGoodGoodGood550096.0
May 2013GoodGoodGoodGood550096.0
May 2012GoodGoodGoodGood475096.0
May 2011GoodGoodGoodGood475097.8
May 2010GoodGoodGoodGood775097.0
May 2008GoodGoodGoodGood775097.0
August 2006GoodGoodGoodGood650097.1
September 2004GoodGoodGoodGood650095.2
August 2002FairSatisfactoryGoodSatisfactory700096.6
September 2000FairSatisfactoryGoodSatisfactory500096.7
October 1998GoodGoodVery GoodGood500096.7
October 1996GoodGoodVery GoodGood525095.7
October 1994FairGoodVery GoodSatisfactory440097.7
October 1992FairSatisfactoryVery GoodGood300091.5
October 1990GoodGoodVery GoodGood600090.2

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.2,8442,844000
Steel Protective Coatingsq. ft.50,18850,188000
Steel Stringerlinear ft.4,2664,266000
Steel Protective Coatingsq. ft.26,05026,050000
Deck
Reinforced Concrete Decksq. ft.57,28857,11017800
Superstructure
Steel Floor Beamlinear ft.2,0882,088000
Steel Protective Coatingsq. ft.20,38820,388000
Substructure
Reinforced Concrete Columneach21010
Reinforced Concrete Pier Walllinear ft.124121300
Reinforced Concrete Abutmentlinear ft.244241300
Prestressed Concrete Pileeach88000
Prestressed Concrete Pier Caplinear ft.245245000
Joints
Strip Seal Jointlinear ft.8888000
Bearings
Movable Bearingeach1212000
Fixed Bearingeach22000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.2,8442,47337100