Share:

KENILWORTH AVE over WATTS BRANCH

Washington, District of Columbia

Map

Coordinates:
+38.90170, -76.94446
38°54'06" N, 76°56'40" 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]`
Operating rating:	98.8 tons `[89.8 metric tons]`
Inventory rating:	73.8 tons `[67.1 metric tons]`
Sufficiency rating:	100.0

Previous Inspections

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

© Copyright 2012-18, 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