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SR-618 & RAMPS over HILLS RVR & DOWNTOWN TPA

Map

Coordinates:
+27.94316, -82.45893
27°56'35" N, 82°27'32" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR-618 & RAMPS over HILLS RVR & DOWNTOWN TPA
Structure number:100332
Location:BETWEEN 19TH & BAYSHORE
Purpose:Carries highway overpass over highway and waterway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Tolls:Yes, on toll road [2]
Length of largest span:198.2 ft. [60.4 m]
Total length:9982.4 ft. [3042.5 m]
Roadway width between curbs:38.1 ft. [11.6 m]
Deck width edge-to-edge:44.0 ft. [13.4 m]
Vertical clearance above deck:19.4 ft. [5.9 m]
Vertical clearance below bridge:39.4 ft. [12.0 m]
Skew angle:99°
Owner:State Toll Authority [31]
Year built:1975
Year reconstructed:1981
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:2
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: August 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:31,000 [as of 2017]
Truck traffic:7% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Equal to present minimum criteria [6]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
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:In place but in a deteriorated condition [3]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:84.6
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$330,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2017FairGoodGoodSatisfactory3100084.6
August 2015FairGoodGoodSatisfactory2000085.2
August 2013FairGoodGoodSatisfactory2000090.0
August 2011FairFairGoodSatisfactory1650089.1
August 2009FairFairGoodSatisfactory1600080.8
August 2007FairFairGoodSatisfactory900079.2
August 2005FairFairGoodSatisfactory1600080.9
August 2003FairFairGoodSatisfactory1450081.8
August 2001FairFairGoodSatisfactory1450081.8
August 1999FairSatisfactoryGoodSatisfactory2300082.3
August 1997FairSatisfactoryGoodSatisfactory2300080.9
May 1995FairSatisfactoryGoodGood2400081.3
May 1993FairSatisfactoryGoodGood1859578.7
May 1991FairSatisfactoryGoodGood1859573.1

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.3,5282,79307350
Prestressed Concrete Girder/Beamlinear ft.80,67680,63312310
Deck
Reinforced Concrete Decksq. ft.594,273567,73426,522170
Substructure
Reinforced Concrete Columneach41938216210
Reinforced Concrete Pier Walllinear ft.17312733130
Reinforced Concrete Abutmentlinear ft.239239000
Reinforced Concrete Pile Cap/Footinglinear ft.3628080
Reinforced Concrete Pier Caplinear ft.7,7797,74421140
Joints
Pourable Jointlinear ft.5,1655,11040150
Assembly with Sealeach2424000
Bearings
Elastomeric Bearingeach2,1572,1161400
Movable Bearingeach145900
Fixed Bearingeach85300
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.18,12118,1070140
Other Material Bridge Raillinear ft.4,1053,637447210