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KENILWORTH AVE over WATTS BRANCH

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

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2016GoodGoodGoodGood102600100.0
September 2014GoodGoodGoodGood102600100.0
September 2012GoodVery GoodVery GoodGood102600100.0
August 2010GoodVery GoodVery GoodGood10260099.0
February 2007FairSatisfactorySatisfactoryFair10260088.0
February 2005FairSatisfactorySatisfactorySatisfactory11700099.0
March 2003FairSatisfactorySatisfactorySatisfactory11700099.0
April 2001FairGoodGoodSatisfactory11700099.0
April 1998FairGoodGoodSatisfactory11700094.0
October 1996FairGoodGoodSatisfactory11700094.0
March 1994FairGoodGoodSatisfactory11700092.0
January 1992GoodGoodGoodGood11700092.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.700698200
Steel Protective Coatingsq. ft.6,2466,244002
Deck
Reinforced Concrete Decksq. ft.5,9875,9672000
Substructure
Reinforced Concrete Abutmentlinear ft.2261774630
Joints
Pourable Jointlinear ft.184184000
Compression Jointlinear ft.184176800
Bearings
Elastomeric Bearingeach2820260
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.2161922400