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KENILWORTH AVE SB over EAST CAPITOL ST & RA

Map 

Coordinates:
+38.88988, -76.95844
38°53'24" N, 76°57'30" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

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:17.7 ft. [5.4 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: October 2015 

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: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]
Operating rating:75.8 tons [68.9 metric tons]
Inventory rating:45.9 tons [41.7 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:96.0
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$4,000,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201596.0Functionally obsoleteGoodGoodSatisfactory42100
October 201396.0Functionally obsoleteGoodSatisfactorySatisfactory42100
August 201296.0Functionally obsoleteGoodSatisfactorySatisfactory42100
August 201186.5Functionally obsoleteGoodSatisfactorySatisfactory42100
August 200986.5Functionally obsoleteGoodSatisfactorySatisfactory42100
June 200786.5Functionally obsoleteGoodGoodGood55000
March 200586.5Functionally obsoleteGoodVery GoodGood55000
April 200386.5Functionally obsoleteGoodVery GoodGood55000
March 200186.5Functionally obsoleteVery GoodVery GoodVery Good55000
February 199981.5Functionally obsoleteExcellentVery GoodVery Good55000
February 199745.0Structurally deficientSeriousPoorPoor55000
May 199445.0Structurally deficientSeriousPoorFair55000
January 199245.0Structurally deficientSeriousPoorFair55000