KENILWORTH AVE NB over EAST CAPITOL ST

Map

Coordinates:
+38.89044, -76.95798
38°53'26" N, 76°57'29" W

Source: National Bridge Inventory. Information not verified; use at your own risk.

Name:	KENILWORTH AVE NB over EAST CAPITOL ST
Structure number:	0038
Location:	KENILWORTH AVE OVER E CAP
Purpose:	Carries highway and pedestrian walkway over highway
Route classification:	Other Principal Arterial (Urban) `[14]`
Length of largest span:	55.1 ft. `[16.8 m]`
Total length:	109.9 ft. `[33.5 m]`
Roadway width between curbs:	55.8 ft. `[17.0 m]`
Deck width edge-to-edge:	79.7 ft. `[24.3 m]`
Vertical clearance below bridge:	13.1 ft. `[4.0 m]`
Skew angle:	50°
Owner:	State Highway Agency `[01]`
Year built:	1952
Year reconstructed:	1998
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:	2
Main spans material:	Steel continuous `[4]`
Main spans design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Monolithic Concrete (concurrently placed with structural deck) `[1]`

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	101,800 `[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:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
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]`
Sufficiency rating:	95.0

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
November 2017	Fair	Good	Good	Satisfactory	101800	95.0
October 2015	Fair	Good	Good	Satisfactory	101800	95.0
November 2013	Fair	Good	Good	Satisfactory	101800	95.0
December 2011	Fair	Satisfactory	Satisfactory	Good	101800	95.0
October 2009	Fair	Satisfactory	Satisfactory	Good	101800	95.0
September 2007	Fair	Satisfactory	Satisfactory	Good	110400	93.0
March 2005	Good	Good	Very Good	Good	110400	93.0
April 2003	Good	Good	Very Good	Good	110400	93.0
April 2001	Good	Very Good	Very Good	Good	110400	93.0
December 1998	Good	Excellent	Very Good	Very Good	110400	88.0
January 1997	Fair	Fair	Fair	Satisfactory	110400	60.0
June 1994	Poor	Fair	Poor	Fair	110400	46.0
February 1992	Poor	Fair	Poor	Fair	110400	46.0
March 1990	Poor	Fair	Poor	Fair	110400	46.0

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.	1,590	1,440	150	0	0
Steel Protective Coating	sq. ft.	10,500	9,840	660	0	0
Deck
Reinforced Concrete Deck	sq. ft.	8,445	8,425	20	0	0
Substructure
Reinforced Concrete Pier Wall	linear ft.	117	115	2	0	0
Reinforced Concrete Abutment	linear ft.	265	216	21	28	0
Concrete Protective Coating	sq. ft.	2,385	2,158	0	0	227
Reinforced Concrete Pier Cap	linear ft.	117	113	0	4	0
Concrete Protective Coating	sq. ft.	1,437	1,340	0	0	97
Joints
Strip Seal Joint	linear ft.	255	0	195	20	40
Bearings
Elastomeric Bearing	each	45	20	23	2	0
Steel Protective Coating	sq. ft.	90	81	0	9	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	323	323	0	0	0
Concrete Protective Coating	sq. ft.	2,200	2,080	0	0	120