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

Facts 

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]
Design load:MS 18 / HS 20 [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 

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]
Evaluation:Functionally obsolete [2]
Sufficiency rating:85.2
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$330,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201585.2Functionally obsoleteGoodGoodSatisfactory20000
August 201390.0Functionally obsoleteGoodGoodSatisfactory20000
August 201189.1Functionally obsoleteFairGoodSatisfactory16500
August 200980.8Functionally obsoleteFairGoodSatisfactory16000
August 200779.2Functionally obsoleteFairGoodSatisfactory9000
August 200580.9Not deficientFairGoodSatisfactory16000
August 200381.8Not deficientFairGoodSatisfactory14500
August 200181.8Not deficientFairGoodSatisfactory14500
August 199982.3Not deficientSatisfactoryGoodSatisfactory23000
20000.0Not applicable---24000
August 199780.9Not deficientSatisfactoryGoodSatisfactory23000
May 199581.3Not deficientSatisfactoryGoodGood24000
May 199378.7Functionally obsoleteSatisfactoryGoodGood18595
May 199173.1Functionally obsoleteSatisfactoryGoodGood18595