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SR 60 KENNEDY BLVD over HILLSBOROUGH RIVER

Map

Coordinates:
+27.94639, -82.46167
27°56'47" N, 82°27'42" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 60 KENNEDY BLVD over HILLSBOROUGH RIVER
Structure number:100100
Location:0.7 MI W OF US 41
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:121.1 ft. [36.9 m]
Total length:322.2 ft. [98.2 m]
Roadway width between curbs:59.4 ft. [18.1 m]
Deck width edge-to-edge:78.1 ft. [23.8 m]
Vertical clearance above deck:18.4 ft. [5.6 m]
Vertical clearance below bridge:10.8 ft. [3.3 m]
Skew angle:23°
Owner:State Highway Agency [01]
Year built:1913
Year reconstructed:1995
Historic significance:Bridge is possibly eligible for the National Register of Historic Places [3]
Design load:MS 18 / HS 20 [5]
Main span material:Steel [3]
Main span design:Movable - Bascule [16]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: April 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:36,500 [as of 2015]
Truck traffic:4% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Pier/abutment protection:None present but re-evaluation suggested [5]
Scour condition:Bridge is scour critical; bridge foundations determined to be unstable. [3]
Operating rating:40.4 tons [36.7 metric tons]
Inventory rating:24.2 tons [22.0 metric tons]
Sufficiency rating:55.0

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201655.0FairGoodSatisfactorySatisfactoryFO36500
April 201455.1FairGoodSatisfactorySatisfactoryFO36000
April 201254.6FairGoodSatisfactorySatisfactoryFO38500
April 201057.9FairGoodSatisfactorySatisfactoryFO23500
April 200858.9FairGoodSatisfactorySatisfactoryFO23500
April 200657.4FairGoodSatisfactorySatisfactoryFO30500
April 200455.0FairGoodSatisfactorySatisfactoryFO36500
June 200252.7FairGoodFairSatisfactory-32000
June 200067.5GoodGoodGoodGood-24000
June 199964.5GoodGoodGoodGood-13900
June 199864.5GoodGoodGoodGood-13900
February 199763.3GoodExcellentExcellentVery Good-18500
March 199562.0GoodExcellentExcellentVery Good-24000
April 199349.4FairSatisfactoryFairFairFO25879
April 199142.5FairSatisfactoryFairFairFO25879

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Steel Girder/Beamlinear ft.50933317600
Steel Protective Coatingsq. ft.1,0001,000000
Steel Stringerlinear ft.2,1652,1244100
Steel Protective Coatingsq. ft.1,0001,000000
Deck
Reinforced Concrete Decksq. ft.18,63217,70093200
Superstructure
Reinforced Concrete Archlinear ft.19016810120
Steel Floor Beamlinear ft.4043584600
Steel Protective Coatingsq. ft.1,0001,000000
Substructure
Reinforced Concrete Pier Walllinear ft.22038471350
Reinforced Concrete Abutmentlinear ft.1541115380
Reinforced Concrete Pile Cap/Footinglinear ft.305305000
Steel Pileeach2102100
Steel Protective Coatingsq. ft.2,0002,000000
Deck
Open Grid Decksq. ft.6,55506,55500
Steel Protective Coatingsq. ft.1,0001,000000
Joints
Strip Seal Jointlinear ft.341034100
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.385385000
Steel Protective Coatingsq. ft.1,0001,000000
Reinforced Concrete Bridge Raillinear ft.9659135200