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.

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]`

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:	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]`
Sufficiency rating:	96.0
Recommended work:	Other structural work, including hydraulic replacements. `[38]`
Estimated cost of work:	$4,000,000

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

Source: National Bridge Elements dataset, 2016 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
Pourable Joint	linear ft.	196	183	0	12	1
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