Eastern Avenue over Kenilworth Ave

Map

Coordinates:
+38.91229, -76.93415
38°54'44" N, 76°56'03" W

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

Name:	Eastern Avenue over Kenilworth Ave
Structure number:	0045
Location:	Eastern over Kenilworth
Purpose:	Carries highway and pedestrian walkway over highway
Route classification:	Minor Arterial (Urban) `[16]`
Length of largest span:	42.3 ft. `[12.9 m]`
Total length:	89.6 ft. `[27.3 m]`
Roadway width between curbs:	40.0 ft. `[12.2 m]`
Deck width edge-to-edge:	180.1 ft. `[54.9 m]`
Vertical clearance below bridge:	16.4 ft. `[5.0 m]`
Skew angle:	11°
Owner:	State Highway Agency `[01]`
Year built:	1957
Year reconstructed:	2010
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 18 / HS 20 `[5]`
Main span material:	Steel continuous `[4]`
Main span design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Bituminous `[6]`

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	21,900 `[as of 2007]`
Truck traffic:	2% of total traffic
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Very Good `[8 out of 9]`
Substructure condition:	Good `[7 out of 9]`
Structural appraisal:	Better than present minimum criteria `[7]`
Deck geometry appraisal:	Basically intolerable requiring high priority of replacement `[2]`
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:	105.8 tons `[96.2 metric tons]`
Inventory rating:	63.9 tons `[58.1 metric tons]`
Sufficiency rating:	77.0

Date	Suff. Rating	Condition	Deck	Superstructure	Substructure	SD/FO	ADT
May 2015	77.0	Good	Good	Very Good	Good	-	21900
March 2013	75.0	Good	Good	Very Good	Good	-	21900
March 2011	75.0	Good	Good	Good	Good	-	21900
February 2009	45.0	Poor	Poor	Poor	Fair	SD	21900
February 2007	47.0	Poor	Fair	Poor	Fair	SD	26300
January 2005	47.0	Poor	Fair	Poor	Fair	SD	26300
October 2002	47.0	Poor	Fair	Poor	Fair	SD	26300
June 2001	60.0	Fair	Fair	Fair	Fair	FO	26300
June 1999	61.0	Fair	Satisfactory	Fair	Fair	FO	26300
February 1997	48.0	Poor	Satisfactory	Poor	Fair	SD	26300
March 1992	72.0	Fair	Satisfactory	Satisfactory	Satisfactory	FO	26300
March 1990	72.0	Fair	Satisfactory	Satisfactory	Satisfactory	FO	26300

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.	3,060	3,060	0	0	0
Steel Protective Coating	sq. ft.	195,978	195,978	0	0	0
Deck
Reinforced Concrete Deck	sq. ft.	15,036	15,036	0	0	0
Wearing Surfaces	sq. ft.	6,534	6,472	15	47	0
Substructure
Reinforced Concrete Column	each	16	15	1	0	0
Reinforced Concrete Abutment	linear ft.	360	350	10	0	0
Concrete Protective Coating	sq. ft.	3,960	3,960	0	0	0
Joints
Strip Seal Joint	linear ft.	90	0	90	0	0
Pourable Joint	linear ft.	360	360	0	0	0
Bearings
Elastomeric Bearing	each	102	102	0	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	200	144	56	0	0
Concrete Protective Coating	sq. ft.	600	600	0	0	0