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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
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

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