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EBL ROUTE 0064 over JACKSON RV & C&O RAILWAY

Map

Coordinates:
+37.77245, -79.98892
37°46'21" N, 79°59'20" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:EBL ROUTE 0064 over JACKSON RV & C&O RAILWAY
Structure number:000000000020161
Location:.64 TO ACLW & .76 TO ACLE
Purpose:Carries highway over railroad and waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:129.9 ft. [39.6 m]
Total length:774.0 ft. [235.9 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:29.5 ft. [9.0 m]
Skew angle:28°
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:6,972 [as of 2014]
Truck traffic:21% 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:73.1
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$1,200,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2018FairSatisfactoryGoodSatisfactory697273.1
August 2016FairSatisfactoryGoodSatisfactory697277.7
August 2014FairSatisfactoryGoodSatisfactory673677.8
August 2012FairSatisfactoryGoodSatisfactory673677.8
August 2010FairSatisfactoryGoodSatisfactory673678.8
June 2008FairSatisfactoryGoodSatisfactory673678.8
August 2006FairSatisfactoryGoodSatisfactory655879.4
September 2004FairSatisfactoryGoodSatisfactory743979.3
September 2002FairSatisfactoryGoodSatisfactory728579.4
June 2000FairGoodSatisfactoryGood771579.3
March 1998FairGoodSatisfactoryGood771579.3
April 1996FairFairSatisfactoryGood544078.6
February 1994FairFairSatisfactoryGood544073.1
December 1989FairFairSatisfactoryGood544073.1

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.3,0941,5381,55501
Steel Protective Coatingsq. ft.44,34739,6824,66500
Deck
Reinforced Concrete Decksq. ft.26,40725,493852620
Wearing Surfacessq. ft.23,61317,3546,25900
Substructure
Reinforced Concrete Pier Walllinear ft.72521550
Reinforced Concrete Abutmentlinear ft.104626360
Reinforced Concrete Pile Cap/Footinglinear ft.2424000
Reinforced Concrete Pier Caplinear ft.1941533740
Joints
Compression Jointlinear ft.6906900
Assembly with Sealeach3333000
Bearings
Movable Bearingeach28121600
Steel Protective Coatingsq. ft.84364800
Fixed Bearingeach88000
Steel Protective Coatingsq. ft.2424000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.1,5451,545000
Reinforced Concrete Bridge Raillinear ft.1,54501,533120
Concrete Protective Coatingsq. ft.1,54577200773