Route 199 EBL over Route 60; 143 & CSX RR


+37.25139, -76.66285
37°15'05" N, 76°39'46" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:Route 199 EBL over Route 60; 143 & CSX RR
Structure number:000000000019862
Location:1.18 Mi Fr Rte 637
Purpose:Carries highway over highway and railroad
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:134.8 ft. [41.1 m]
Total length:398.0 ft. [121.3 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:Satisfactory [6 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:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:85.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2018FairSatisfactoryFairSatisfactory1382185.0
April 2016FairSatisfactoryFairSatisfactory1382185.0
April 2014FairGoodSatisfactorySatisfactory1566190.4
April 2012FairGoodSatisfactorySatisfactory1566194.5
April 2010FairGoodSatisfactorySatisfactory1566194.5
May 2008FairGoodSatisfactoryGood1566194.5
April 2006FairSatisfactorySatisfactoryGood1361894.7
April 2004FairSatisfactorySatisfactoryGood1019695.0
April 2002FairSatisfactorySatisfactoryGood1107294.9
September 2000FairSatisfactorySatisfactoryGood1234494.8
April 1998FairSatisfactorySatisfactoryGood1450096.6
April 1996FairGoodFairVery Good1450085.4
April 1994FairFairSatisfactoryVery Good890596.3
June 1992FairFairGoodVery Good890596.3
July 1990FairFairSatisfactoryVery Good890596.3

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Steel Girder/Beamlinear ft.2,7862,099639480
Steel Protective Coatingsq. ft.37,24036,225093184
Reinforced Concrete Decksq. ft.21,49221,4720200
Wearing Surfacessq. ft.19,90019,12100779
Reinforced Concrete Columneach1613120
Reinforced Concrete Abutmentlinear ft.1278820190
Reinforced Concrete Pier Caplinear ft.22414727500
Pourable Jointlinear ft.109328780
Compression Jointlinear ft.21892141120
Movable Bearingeach35019160
Steel Protective Coatingsq. ft.3500035
Fixed Bearingeach35022130
Steel Protective Coatingsq. ft.3500035
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.7967840120
Reinforced Concrete Bridge Raillinear ft.796794200