SB I-295 Exit Ramp over SOUTH CAPITOL ST S.E.


+38.85024, -77.00791
38°51'01" N, 77°00'28" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SB I-295 Exit Ramp over SOUTH CAPITOL ST S.E.
Structure number:1015
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:102.0 ft. [31.1 m]
Total length:107.9 ft. [32.9 m]
Roadway width between curbs:34.1 ft. [10.4 m]
Deck width edge-to-edge:37.4 ft. [11.4 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:66°
Owner:State Highway Agency [01]
Year built:1962
Year reconstructed:2007
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: December 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:13,800 [as of 2007]
Truck traffic:4% 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:Better than present minimum criteria [7]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Better than present minimum criteria [7]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:94.0
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$2,150,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
December 2017FairGoodSatisfactorySatisfactory1380094.0
December 2015FairGoodSatisfactorySatisfactory1380094.0
December 2013FairGoodSatisfactorySatisfactory1380094.0
January 2012FairGoodGoodSatisfactory1380094.0
November 2009GoodGoodGoodGood1380094.0
December 2007GoodVery GoodGoodGood1500077.0
July 2005FairFairFairFair1500062.0
July 2003FairFairFairFair1500062.0
June 2001FairFairFairFair1500062.0
February 1999FairFairFairFair1500062.0
January 1997FairSatisfactorySatisfactorySatisfactory1500074.0
October 1994FairSatisfactorySatisfactorySatisfactory1500075.0
July 1992FairGoodSatisfactorySatisfactory1500075.0
July 1990FairGoodSatisfactorySatisfactory1500075.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Steel Girder/Beamlinear ft.5405230170
Steel Protective Coatingsq. ft.4,3204,320000
Reinforced Concrete Decksq. ft.4,0184,013500
Wearing Surfacessq. ft.3,6943,694000
Reinforced Concrete Abutmentlinear ft.18460114100
Strip Seal Jointlinear ft.1847038760
Elastomeric Bearingeach1010000
Steel Protective Coatingsq. ft.1515000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.216215100