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SR-618 & RAMPS over HILLS RVR & DOWNTOWN TPA

Map

Coordinates:
+27.94278, -82.46000
27°56'34" N, 82°27'36" 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 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:39.7 ft. [12.1 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 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:20,000 [as of 2015]
Truck traffic:9% 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]
Operating rating:33.0 tons [30.0 metric tons]
Inventory rating:29.2 tons [26.5 metric tons]
Sufficiency rating:85.2
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$330,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201585.2FairGoodGoodSatisfactoryFO20000
August 201390.0FairGoodGoodSatisfactoryFO20000
August 201189.1FairFairGoodSatisfactoryFO16500
August 200980.8FairFairGoodSatisfactoryFO16000
August 200779.2FairFairGoodSatisfactoryFO9000
August 200580.9FairFairGoodSatisfactory-16000
August 200381.8FairFairGoodSatisfactory-14500
August 200181.8FairFairGoodSatisfactory-14500
August 199982.3FairSatisfactoryGoodSatisfactory-23000
August 199780.9FairSatisfactoryGoodSatisfactory-23000
May 199581.3FairSatisfactoryGoodGood-24000
May 199378.7FairSatisfactoryGoodGoodFO18595
May 199173.1FairSatisfactoryGoodGoodFO18595

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Steel Girder/Beamlinear ft.3,5282,79373500
Steel Protective Coatingsq. ft.2,0002,000000
Prestressed Concrete Girder/Beamlinear ft.80,67680,6482620
Deck
Reinforced Concrete Decksq. ft.594,273594,273000
Substructure
Reinforced Concrete Pier Walllinear ft.1731442270
Reinforced Concrete Abutmentlinear ft.239239000
Reinforced Concrete Pile Cap/Footinglinear ft.305305000
Reinforced Concrete Pileeach42438913220
Reinforced Concrete Pier Caplinear ft.7,7797,7387340
Joints
Pourable Jointlinear ft.5,1655,046106013
Assembly with Sealeach2424000
Bearings
Elastomeric Bearingeach2,1572,156100
Movable Bearingeach145900
Steel Protective Coatingsq. ft.2,0002,000000
Fixed Bearingeach88000
Steel Protective Coatingsq. ft.2,0002,000000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.18,12118,1081300
Other Material Bridge Raillinear ft.4,1053,65545000