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EBL RTE. 460 over New River/RT640/NS Rwy.

Map

Coordinates:
+37.34101, -80.75866
37°20'28" N, 80°45'31" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:EBL RTE. 460 over New River/RT640/NS Rwy.
Structure number:000000000026007
Location:1.05-W. PEAR; 3.00-E.NARR
Purpose:Carries highway and pedestrian walkway over highway, waterway, and railroad
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:129.9 ft. [39.6 m]
Total length:1242.2 ft. [378.6 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:48.9 ft. [14.9 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Owner:State Highway Agency [01]
Year built:2001
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:10
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Epoxy Overlay [5]

Latest Available Inspection: April 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:6,481 [as of 2014]
Truck traffic:9% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
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:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:98.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2017FairGoodSatisfactoryGood648198.0
April 2015FairGoodSatisfactoryGood648196.0
May 2013GoodGoodGoodGood1300096.0
May 2011GoodGoodGoodGood630496.0
May 2009GoodGoodVery GoodVery Good630496.0
April 2007GoodGoodVery GoodVery Good794696.0
August 2005GoodGoodVery GoodVery Good688996.0
August 2003GoodGoodVery GoodVery Good665296.0
September 2001GoodVery GoodVery GoodExcellent659196.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.6,3065,98032600
Steel Protective Coatingsq. ft.91,67986,92404,7550
Deck
Reinforced Concrete Decksq. ft.60,75960,13862100
Substructure
Reinforced Concrete Pier Walllinear ft.199199000
Reinforced Concrete Abutmentlinear ft.1651432200
Reinforced Concrete Pile Cap/Footinglinear ft.5252000
Reinforced Concrete Pier Caplinear ft.459459000
Joints
Strip Seal Jointlinear ft.4904900
Pourable Jointlinear ft.98692900
Assembly without Seal Jointlinear ft.9809800
Bearings
Movable Bearingeach5147400
Steel Protective Coatingsq. ft.1531410120
Fixed Bearingeach2119200
Steel Protective Coatingsq. ft.6357060
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.2,4842,4390450
Steel Protective Coatingsq. ft.4,9684,968000
Reinforced Concrete Bridge Raillinear ft.1,24261962300
Other Material Bridge Raillinear ft.1,2421,242000