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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 2014 

Status:Open, no restriction [A]
Average daily traffic:36,000 [as of 2014]
Truck traffic:2% 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]
Evaluation:Functionally obsolete [2]
Sufficiency rating:55.1

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201455.1Functionally obsoleteGoodSatisfactorySatisfactory36000
April 201254.6Functionally obsoleteGoodSatisfactorySatisfactory38500
April 201057.9Functionally obsoleteGoodSatisfactorySatisfactory23500
April 200858.9Functionally obsoleteGoodSatisfactorySatisfactory23500
April 200657.4Functionally obsoleteGoodSatisfactorySatisfactory30500
April 200455.0Functionally obsoleteGoodSatisfactorySatisfactory36500
June 200252.7Not deficientGoodFairSatisfactory32000
June 200067.5Not deficientGoodGoodGood24000
June 199964.5Not deficientGoodGoodGood13900
June 199864.5Not deficientGoodGoodGood13900
February 199763.3Not deficientExcellentExcellentVery Good18500
March 199562.0Not deficientExcellentExcellentVery Good24000
April 199349.4Functionally obsoleteSatisfactoryFairFair25879
April 199142.5Functionally obsoleteSatisfactoryFairFair25879