KENILWORTH AVE NB over EAST CAPITOL ST

Map

Coordinates:
+38.88986, -76.95794
38°53'23" 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:	15.4 ft. `[4.7 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:	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:	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]`
Operating rating:	90.9 tons `[82.6 metric tons]`
Inventory rating:	54.9 tons `[49.9 metric tons]`
Sufficiency rating:	95.0

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

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.	1,590	1,490	100	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.	79	77	2	0	0
Reinforced Concrete Abutment	linear ft.	265	201	28	36	0
Reinforced Concrete Pier Cap	linear ft.	117	114	0	3	0
Joints
Strip Seal Joint	linear ft.	255	0	172	70	13
Bearings
Elastomeric Bearing	each	45	45	0	0	0
Steel Protective Coating	sq. ft.	90	81	0	9	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	323	323	0	0	0