KENILWORTH AVE SB over EAST CAPITOL ST & RA

Map

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

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]`

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

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
November 2017	Fair	Good	Good	Satisfactory	42100	98.0
October 2015	Fair	Good	Good	Satisfactory	42100	96.0
October 2013	Fair	Good	Satisfactory	Satisfactory	42100	96.0
August 2012	Fair	Good	Satisfactory	Satisfactory	42100	96.0
August 2011	Fair	Good	Satisfactory	Satisfactory	42100	86.5
August 2009	Fair	Good	Satisfactory	Satisfactory	42100	86.5
June 2007	Good	Good	Good	Good	55000	86.5
March 2005	Good	Good	Very Good	Good	55000	86.5
April 2003	Good	Good	Very Good	Good	55000	86.5
March 2001	Good	Very Good	Very Good	Very Good	55000	86.5
February 1999	Good	Excellent	Very Good	Very Good	55000	81.5
February 1997	Poor	Serious	Poor	Poor	55000	45.0
May 1994	Poor	Serious	Poor	Fair	55000	45.0
January 1992	Poor	Serious	Poor	Fair	55000	45.0

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Superstructure
Steel Girder/Beam	linear ft.	3,248	2,998	250	0	0
Steel Protective Coating	sq. ft.	38,976	38,480	0	216	280
Deck
Reinforced Concrete Deck	sq. ft.	24,592	24,576	16	0	0
Substructure
Reinforced Concrete Column	each	14	7	6	1	0
Concrete Protective Coating	sq. ft.	2,352	2,346	6	0	0
Reinforced Concrete Abutment	linear ft.	196	141	53	2	0
Concrete Protective Coating	sq. ft.	3,528	3,528	0	0	0
Joints
Compression Joint	linear ft.	196	0	24	172	0
Bearings
Elastomeric Bearing	each	38	38	0	0	0
Steel Protective Coating	sq. ft.	21	20	0	0	1
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	928	920	7	1	0