Route 199 EBL over S. England Street


+37.24883, -76.69852
37°14'56" N, 76°41'55" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:Route 199 EBL over S. England Street
Structure number:000000000010511
Location:2.08 Mi To Rte 60
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:35.1 ft. [10.7 m]
Total length:91.9 ft. [28.0 m]
Roadway width between curbs:38.1 ft. [11.6 m]
Deck width edge-to-edge:40.0 ft. [12.2 m]
Vertical clearance below bridge:9.8 ft. [3.0 m]
Owner:State Highway Agency [01]
Year built:1976
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:3
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Epoxy Overlay [5]

Latest Available Inspection: February 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:32,018 [as of 2014]
Truck traffic:2% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Equal to present minimum criteria [6]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:83.0
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$517,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2017GoodGoodGoodGood3201883.0
February 2015GoodGoodGoodGood1652186.0
February 2013FairSatisfactorySatisfactorySatisfactory1652186.0
February 2011FairSatisfactorySatisfactorySatisfactory1652186.0
January 2009FairSatisfactorySatisfactorySatisfactory1652186.0
February 2007GoodGoodGoodGood1438986.2
February 2005GoodGoodGoodGood1086686.6
January 2003GoodGoodGoodGood1184286.5
January 2001GoodGoodGoodGood1190986.4
January 1999GoodGoodGoodGood1190986.4
January 1997GoodGoodGoodGood1050086.6
January 1995FairGoodFairVery Good1800079.9
January 1993FairFairFairVery Good846579.8
February 1991FairFairFairVery Good857579.7

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Reinforced Concrete Pier Walllinear ft.80562400
Reinforced Concrete Abutmentlinear ft.8484000
Compression Jointlinear ft.8007730
Elastomeric Bearingeach88000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.184184000
Reinforced Concrete Bridge Raillinear ft.184184000
Reinforced Concrete Slabsq. ft.3,6803,6106370
Wearing Surfacessq. ft.3,49602,44701,049