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KENILWORTH AVE SB over EAST CAPITOL ST & RA

Map

Coordinates:
+38.88993, -76.96061
38°53'24" N, 76°57'38" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:KENILWORTH AVE SB over EAST CAPITOL ST & RA
Structure number:0084
Location:ANACOSTIA FWY OVER E CAP
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:159.1 ft. [48.5 m]
Total length:463.9 ft. [141.4 m]
Roadway width between curbs:49.9 ft. [15.2 m]
Deck width edge-to-edge:53.2 ft. [16.2 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Skew angle:59°
Owner:State Highway Agency [01]
Year built:1957
Year reconstructed:1997
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Steel [3]
Main spans 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: November 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:42,100 [as of 2007]
Truck traffic:3% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Superior to present desirable criteria [9]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:98.0
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$4,000,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2017FairGoodGoodSatisfactory4210098.0
October 2015FairGoodGoodSatisfactory4210096.0
October 2013FairGoodSatisfactorySatisfactory4210096.0
August 2012FairGoodSatisfactorySatisfactory4210096.0
August 2011FairGoodSatisfactorySatisfactory4210086.5
August 2009FairGoodSatisfactorySatisfactory4210086.5
June 2007GoodGoodGoodGood5500086.5
March 2005GoodGoodVery GoodGood5500086.5
April 2003GoodGoodVery GoodGood5500086.5
March 2001GoodVery GoodVery GoodVery Good5500086.5
February 1999GoodExcellentVery GoodVery Good5500081.5
February 1997PoorSeriousPoorPoor5500045.0
May 1994PoorSeriousPoorFair5500045.0
January 1992PoorSeriousPoorFair5500045.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.3,2482,99825000
Steel Protective Coatingsq. ft.38,97638,4800216280
Deck
Reinforced Concrete Decksq. ft.24,59224,5761600
Substructure
Reinforced Concrete Columneach147610
Concrete Protective Coatingsq. ft.2,3522,346600
Reinforced Concrete Abutmentlinear ft.1961415320
Concrete Protective Coatingsq. ft.3,5283,528000
Joints
Compression Jointlinear ft.1960241720
Bearings
Elastomeric Bearingeach3838000
Steel Protective Coatingsq. ft.2120001
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.928920710