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KENILWORTH TERRACE over WATTS BRANCH

Map

Coordinates:
+38.90254, -76.94518
38°54'09" N, 76°56'43" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:KENILWORTH TERRACE over WATTS BRANCH
Structure number:0047
Location:Kenilworth Terrace
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:71.2 ft. [21.7 m]
Total length:71.2 ft. [21.7 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:33.8 ft. [10.3 m]
Vertical clearance below bridge:3.3 ft. [1.0 m]
Owner:State Highway Agency [01]
Year built:1950
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:Bituminous [6]

Latest Available Inspection: November 2017

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:2,000 [as of 2007]
Truck traffic:1% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge is scour critical; bridge foundations determined to be unstable. [3]
Sufficiency rating:64.4

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2017FairSatisfactorySatisfactoryGood200064.4
November 2015FairSatisfactorySatisfactoryGood200064.4
December 2013FairSatisfactorySatisfactoryGood200063.4
January 2012FairGoodSatisfactoryGood200064.4
February 2010FairSatisfactorySatisfactoryGood200081.4
November 2007FairSatisfactorySatisfactoryGood500051.9
June 2005FairSatisfactorySatisfactoryGood500051.9
August 2003FairSatisfactorySatisfactorySatisfactory500041.0
October 2001FairFairSatisfactoryGood500040.0
2000FairFairSatisfactoryGood500040.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.3580340180
Steel Protective Coatingsq. ft.3,3587282,104358168
Deck
Reinforced Concrete Decksq. ft.2,4002,35330170
Wearing Surfacessq. ft.1,68801,5781100
Substructure
Reinforced Concrete Abutmentlinear ft.89523700
Joints
Compression Jointlinear ft.8800880
Bearings
Movable Bearingeach51310
Steel Protective Coatingsq. ft.66000
Fixed Bearingeach50230
Steel Protective Coatingsq. ft.66000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.1440128160
Steel Protective Coatingsq. ft.432000432
Timber Bridge Raillinear ft.72591300