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SR 60 KENNEDY BLVD over HILLSBOROUGH RIVER

Map

Coordinates:
+27.94661, -82.46101
27°56'48" N, 82°27'40" 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:9.8 ft. [3.0 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]
Sufficiency rating:55.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2016FairGoodSatisfactorySatisfactory3650055.0
April 2014FairGoodSatisfactorySatisfactory3600055.1
April 2012FairGoodSatisfactorySatisfactory3850054.6
April 2010FairGoodSatisfactorySatisfactory2350057.9
April 2008FairGoodSatisfactorySatisfactory2350058.9
April 2006FairGoodSatisfactorySatisfactory3050057.4
April 2004FairGoodSatisfactorySatisfactory3650055.0
June 2002FairGoodFairSatisfactory3200052.7
June 2000GoodGoodGoodGood2400067.5
June 1999GoodGoodGoodGood1390064.5
June 1998GoodGoodGoodGood1390064.5
February 1997GoodExcellentExcellentVery Good1850063.3
March 1995GoodExcellentExcellentVery Good2400062.0
April 1993FairSatisfactoryFairFair2587949.4
April 1991FairSatisfactoryFairFair2587942.5

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.50932001890
Steel Stringerlinear ft.2,1652,1240410
Deck
Reinforced Concrete Decksq. ft.18,63217,70093200
Superstructure
Reinforced Concrete Archlinear ft.1901701190
Steel Floor Beamlinear ft.4043826160
Substructure
Reinforced Concrete Columneach1414000
Reinforced Concrete Pier Walllinear ft.22038471350
Reinforced Concrete Abutmentlinear ft.1541115380
Reinforced Concrete Pile Cap/Footinglinear ft.305305000
Reinforced Concrete Pileeach77000
Deck
Open Grid Decksq. ft.6,5556,552300
Joints
Strip Seal Jointlinear ft.341034100
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.385385000
Reinforced Concrete Bridge Raillinear ft.9659551000