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KENILWORTH AVE over WATTS BRANCH

Washington, District of Columbia

Map

Coordinates:
+38.90167, -76.94472
38°54'06" N, 76°56'41" W

Facts

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

Name:	KENILWORTH AVE over WATTS BRANCH
Structure number:	0019-1(HIGH)
Location:	OVER WATTS BRANCH, N.E.
Purpose:	Carries highway over waterway
Route classification:	Principal Arterial - Other Freeways or Expressways (Urban) `[12]`
Length of largest span:	49.9 ft. `[15.2 m]`
Total length:	54.1 ft. `[16.5 m]`
Roadway width between curbs:	91.9 ft. `[28.0 m]`
Deck width edge-to-edge:	110.9 ft. `[33.8 m]`
Owner:	State Highway Agency `[01]`
Year built:	1956
Year reconstructed:	2009
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 `[3]`
Main span design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Monolithic Concrete (concurrently placed with structural deck) `[1]`

Latest Available Inspection: October 2016

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	102,600 `[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:	Good `[7 out of 9]`
Structural appraisal:	Better than present minimum criteria `[7]`
Deck geometry appraisal:	Equal to present minimum criteria `[6]`
Water adequacy appraisal:	Equal to present minimum criteria `[6]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Channel protection:	Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. `[7]`
Pier/abutment protection:	Navigation protection not required `[1]`
Scour condition:	Bridge foundations determined to be stable for assessed or calculated scour condition. `[5]`
Sufficiency rating:	100.0

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
October 2016	Good	Good	Good	Good	102600	100.0
September 2014	Good	Good	Good	Good	102600	100.0
September 2012	Good	Very Good	Very Good	Good	102600	100.0
August 2010	Good	Very Good	Very Good	Good	102600	99.0
February 2007	Fair	Satisfactory	Satisfactory	Fair	102600	88.0
February 2005	Fair	Satisfactory	Satisfactory	Satisfactory	117000	99.0
March 2003	Fair	Satisfactory	Satisfactory	Satisfactory	117000	99.0
April 2001	Fair	Good	Good	Satisfactory	117000	99.0
April 1998	Fair	Good	Good	Satisfactory	117000	94.0
October 1996	Fair	Good	Good	Satisfactory	117000	94.0
March 1994	Fair	Good	Good	Satisfactory	117000	92.0
January 1992	Good	Good	Good	Good	117000	92.0

Element Data

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.	700	698	2	0	0
Steel Protective Coating	sq. ft.	6,246	6,244	0	0	2
Deck
Reinforced Concrete Deck	sq. ft.	5,987	5,967	20	0	0
Substructure
Reinforced Concrete Abutment	linear ft.	226	177	46	3	0
Joints
Pourable Joint	linear ft.	184	184	0	0	0
Compression Joint	linear ft.	184	176	8	0	0
Bearings
Elastomeric Bearing	each	28	2	0	26	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	216	192	24	0	0

© Copyright 2012-19, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1076561