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Kenilworth Ave. rp over WATTS BRANCH

Map

Coordinates:
+38.90175, -76.94496
38°54'06" N, 76°56'42" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:Kenilworth Ave. rp over WATTS BRANCH
Structure number:0048
Location:KENILWORTH OVER WATTS BR
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:53.5 ft. [16.3 m]
Total length:57.7 ft. [17.6 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:32.2 ft. [9.8 m]
Skew angle:26°
Owner:State Highway Agency [01]
Year built:1955
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: May 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:2,200 [as of 2007]
Truck traffic:1% of total traffic
Deck condition:Satisfactory [6 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:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
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:79.7

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2016FairSatisfactoryGoodGood220079.7
April 2014FairSatisfactoryGoodGood220079.7
June 2012FairSatisfactoryGoodSatisfactory220079.6
July 2010FairSatisfactoryGoodSatisfactory220079.6
August 2006PoorFairSatisfactoryPoor220050.4
August 2004FairSatisfactoryFairFair220067.5
September 2002FairSatisfactoryFairFair220067.5
January 2001FairSatisfactorySatisfactorySatisfactory220078.6
September 1998FairSatisfactorySatisfactorySatisfactory220078.6
October 1996FairSatisfactorySatisfactorySatisfactory220076.7
July 1994FairSatisfactorySatisfactorySatisfactory220080.9
March 1992FairSatisfactorySatisfactorySatisfactory220080.9
March 1990FairSatisfactorySatisfactorySatisfactory220080.9

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.347347000
Steel Protective Coatingsq. ft.2,8752,875000
Deck
Reinforced Concrete Decksq. ft.1,8671,8303610
Substructure
Reinforced Concrete Abutmentlinear ft.1691481290
Joints
Pourable Jointlinear ft.7272000
Compression Jointlinear ft.7272000
Bearings
Elastomeric Bearingeach1220100
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.114105900
Steel Protective Coatingsq. ft.4153660409
Reinforced Concrete Bridge Raillinear ft.5855300
Concrete Protective Coatingsq. ft.356353300