EBL Route 360 over NS Railway


+37.10710, -78.35580
37°06'26" N, 78°21'21" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:EBL Route 360 over NS Railway
Structure number:000000000013896
Location:1.20-Rt 628 / 0.13-Rt 630
Purpose:Carries highway over railroad
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:43.3 ft. [13.2 m]
Total length:131.9 ft. [40.2 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:33.1 ft. [10.1 m]
Vertical clearance below bridge:23.0 ft. [7.0 m]
Skew angle:34°
Owner:State Highway Agency [01]
Year built:1931
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: April 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:2,387 [as of 2014]
Truck traffic:13% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Pier/abutment protection:In place and functioning [2]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:72.7
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,208,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2018FairFairFairSatisfactory238772.7
April 2016FairFairFairGood238762.8
April 2014FairFairSatisfactoryGood490065.4
April 2012FairSatisfactorySatisfactoryGood272867.2
April 2010FairSatisfactorySatisfactoryGood272875.7
April 2008FairSatisfactorySatisfactoryGood272876.7
April 2006FairSatisfactorySatisfactoryGood272477.7
April 2004FairSatisfactorySatisfactoryGood250785.4
July 2002FairSatisfactorySatisfactoryFair271266.6
August 2000FairSatisfactorySatisfactoryFair252073.2
October 1998FairSatisfactorySatisfactoryFair252068.2
July 1996FairGoodSatisfactoryFair225068.3
May 1994FairGoodSatisfactoryFair460063.2
December 1991FairGoodSatisfactoryFair264066.5

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Reinforced Concrete Girder/Beamlinear ft.528386109330
Reinforced Concrete Top Flangesq. ft.4,3673,6656021000
Wearing Surfacessq. ft.3,6963,6613203
Reinforced Concrete Columneach126510
Reinforced Concrete Pier Walllinear ft.6257320
Reinforced Concrete Pier Caplinear ft.1423210730
Compression Jointlinear ft.68310037
Movable Bearingeach80080
Steel Protective Coatingsq. ft.1600016
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.26462101920
Concrete Protective Coatingsq. ft.2,1121,056001,056