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WBL ROUTE 0064 over JACKSON RV & C&O RAILWAY

Map

Coordinates:
+37.77262, -79.98888
37°46'21" N, 79°59'20" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:WBL ROUTE 0064 over JACKSON RV & C&O RAILWAY
Structure number:000000000020162
Location:.64 TO ACLW & .76 TO ACLE
Purpose:Carries highway over railroad and waterway
Route classification:Principal Arterial - Interstate (Rural) [01]
Length of largest span:129.9 ft. [39.6 m]
Total length:746.1 ft. [227.4 m]
Roadway width between curbs:30.5 ft. [9.3 m]
Deck width edge-to-edge:34.1 ft. [10.4 m]
Vertical clearance below bridge:26.2 ft. [8.0 m]
Skew angle:24°
Owner:State Highway Agency [01]
Year built:1964
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:7
Main spans material:Steel continuous [4]
Main spans 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: August 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:6,785 [as of 2014]
Truck traffic:22% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Equal to present desirable criteria [8]
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:84.3
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$1,000,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2018FairSatisfactoryGoodSatisfactory678584.3
August 2016FairSatisfactoryGoodSatisfactory678584.3
August 2014FairSatisfactoryGoodSatisfactory544083.0
August 2012FairSatisfactoryGoodSatisfactory544083.0
August 2010FairSatisfactoryGoodSatisfactory544084.0
June 2008FairSatisfactoryGoodSatisfactory544084.0
August 2006FairSatisfactoryGoodSatisfactory544084.6
September 2004FairSatisfactoryGoodSatisfactory544084.6
September 2002FairSatisfactoryGoodSatisfactory544084.6
June 2000FairGoodGoodSatisfactory544082.6
March 1998FairGoodGoodSatisfactory544083.6
April 1996FairFairGoodSatisfactory544076.6
May 1994FairFairGoodSatisfactory544071.1
December 1992FairFairGoodSatisfactory544071.1
December 1989FairFairGoodSatisfactory544071.1

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.2,9791,4771,50200
Steel Protective Coatingsq. ft.42,69932,18510,51400
Deck
Reinforced Concrete Decksq. ft.25,45624,3611,012830
Wearing Surfacessq. ft.22,76222,28747500
Substructure
Reinforced Concrete Pier Walllinear ft.72581040
Reinforced Concrete Abutmentlinear ft.104821930
Reinforced Concrete Pile Cap/Footinglinear ft.6060000
Reinforced Concrete Pier Caplinear ft.19414129240
Joints
Compression Jointlinear ft.69511530
Assembly with Sealeach3333000
Bearings
Movable Bearingeach2819810
Steel Protective Coatingsq. ft.84602400
Fixed Bearingeach87100
Steel Protective Coatingsq. ft.2424000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.1,4921,4781220
Reinforced Concrete Bridge Raillinear ft.1,4921,24224730
Concrete Protective Coatingsq. ft.1,49274600746