Route 199 WBL over Route 60; 143 & CSX RR


+37.25123, -76.66271
37°15'04" N, 76°39'46" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:Route 199 WBL over Route 60; 143 & CSX RR
Structure number:000000000019864
Location:1.30 Mi To Int Rte 64
Purpose:Carries highway over highway and railroad
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:131.9 ft. [40.2 m]
Total length:392.1 ft. [119.5 m]
Roadway width between curbs:49.9 ft. [15.2 m]
Deck width edge-to-edge:54.1 ft. [16.5 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1977
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:5
Main spans material:Steel [3]
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 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:13,821 [as of 2014]
Truck traffic:2% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 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:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:98.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2018FairGoodSatisfactorySatisfactory1382198.0
April 2016FairGoodSatisfactorySatisfactory1382198.0
April 2014FairGoodSatisfactorySatisfactory1566194.5
April 2012FairGoodSatisfactorySatisfactory1566194.5
April 2010FairGoodSatisfactorySatisfactory1566194.5
May 2008FairGoodSatisfactoryGood1566194.5
April 2006FairSatisfactorySatisfactoryGood1361894.7
April 2004FairGoodSatisfactoryGood1019695.0
April 2002FairGoodSatisfactoryGood1107294.9
June 2000FairGoodSatisfactoryGood1234494.8
April 1998FairSatisfactorySatisfactorySatisfactory1400096.7
April 1996FairGoodSatisfactoryGood890597.2
April 1994FairFairSatisfactoryGood890596.3
June 1992FairFairVery GoodGood890596.3
July 1990FairFairSatisfactoryGood890596.3

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Steel Girder/Beamlinear ft.2,7442,316399290
Steel Protective Coatingsq. ft.36,10633,95302,06687
Reinforced Concrete Decksq. ft.21,16821,0930750
Wearing Surfacessq. ft.19,60018,74400856
Reinforced Concrete Columneach1611230
Reinforced Concrete Abutmentlinear ft.126907290
Reinforced Concrete Pier Caplinear ft.2231957210
Pourable Jointlinear ft.1648142410
Compression Jointlinear ft.164800678
Movable Bearingeach35015200
Steel Protective Coatingsq. ft.35001520
Fixed Bearingeach3503050
Steel Protective Coatingsq. ft.3500305
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.784782110
Reinforced Concrete Bridge Raillinear ft.784783100