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Kenilworth Ave. rp over WATTS BRANCH

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]
Operating rating:98.8 tons [89.8 metric tons]
Inventory rating:72.8 tons [66.2 metric tons]
Sufficiency rating:79.7

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201679.7FairSatisfactoryGoodGood-2200
April 201479.7FairSatisfactoryGoodGood-2200
June 201279.6FairSatisfactoryGoodSatisfactory-2200
July 201079.6FairSatisfactoryGoodSatisfactory-2200
August 200650.4PoorFairSatisfactoryPoorSD2200
August 200467.5FairSatisfactoryFairFairFO2200
September 200267.5FairSatisfactoryFairFairFO2200
January 200178.6FairSatisfactorySatisfactorySatisfactoryFO2200
September 199878.6FairSatisfactorySatisfactorySatisfactoryFO2200
October 199676.7FairSatisfactorySatisfactorySatisfactoryFO2200
July 199480.9FairSatisfactorySatisfactorySatisfactoryFO2200
March 199280.9FairSatisfactorySatisfactorySatisfactoryFO2200
March 199080.9FairSatisfactorySatisfactorySatisfactoryFO2200