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KENILWORTH TERRACE over WATTS BRANCH

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:5.9 ft. [1.8 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 2015

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 foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:32.9 tons [29.9 metric tons]
Inventory rating:19.9 tons [18.1 metric tons]
Sufficiency rating:64.4

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 201564.4FairSatisfactorySatisfactoryGood-2000
December 201363.4FairSatisfactorySatisfactoryGood-2000
January 201264.4FairGoodSatisfactoryGood-2000
February 201081.4FairSatisfactorySatisfactoryGood-2000
November 200751.9FairSatisfactorySatisfactoryGoodFO5000
June 200551.9FairSatisfactorySatisfactoryGoodFO5000
August 200341.0FairSatisfactorySatisfactorySatisfactoryFO5000
October 200140.0FairFairSatisfactoryGoodFO5000
200040.0FairFairSatisfactoryGoodFO5000

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Steel Girder/Beamlinear ft.358035350
Steel Protective Coatingsq. ft.3,3587282,104358168
Deck
Reinforced Concrete Decksq. ft.2,4002,3791920
Wearing Surfacessq. ft.1,68801,5781100
Substructure
Reinforced Concrete Abutmentlinear ft.8982700
Joints
Compression Jointlinear ft.8800880
Bearings
Movable Bearingeach51310
Steel Protective Coatingsq. ft.66000
Fixed Bearingeach50050
Steel Protective Coatingsq. ft.66000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.1440128160
Steel Protective Coatingsq. ft.432000432
Timber Bridge Raillinear ft.72591300