Eastern Avenue over Kenilworth Ave

Map

Coordinates:
+38.91228, -76.93414
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:	13.1 ft. `[4.0 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]`
Sufficiency rating:	77.0

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
June 2017	Good	Good	Very Good	Good	21900	77.0
May 2015	Good	Good	Very Good	Good	21900	77.0
March 2013	Good	Good	Very Good	Good	21900	75.0
March 2011	Good	Good	Good	Good	21900	75.0
February 2009	Poor	Poor	Poor	Fair	21900	45.0
February 2007	Poor	Fair	Poor	Fair	26300	47.0
January 2005	Poor	Fair	Poor	Fair	26300	47.0
October 2002	Poor	Fair	Poor	Fair	26300	47.0
June 2001	Fair	Fair	Fair	Fair	26300	60.0
June 1999	Fair	Satisfactory	Fair	Fair	26300	61.0
February 1997	Poor	Satisfactory	Poor	Fair	26300	48.0
March 1992	Fair	Satisfactory	Satisfactory	Satisfactory	26300	72.0
March 1990	Fair	Satisfactory	Satisfactory	Satisfactory	26300	72.0

Source: National Bridge Elements dataset, 2018 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	15,033	0	3	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	349	11	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