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SR-618 EXP & RAMP 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 EXP & RAMP over HILLS RVR & DOWNTOWN TPA
Structure number:100333
Location:BTWN BAYSHORE & 19TH
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:161.1 ft. [49.1 m]
Total length:9837.4 ft. [2998.3 m]
Roadway width between curbs:39.7 ft. [12.1 m]
Deck width edge-to-edge:44.0 ft. [13.4 m]
Vertical clearance above deck:17.4 ft. [5.3 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]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [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:89.3

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201589.3Functionally obsoleteGoodGoodSatisfactory20000
August 201389.3Functionally obsoleteGoodGoodSatisfactory20000
August 201194.2Functionally obsoleteSatisfactoryGoodSatisfactory16500
August 200993.2Functionally obsoleteSatisfactoryGoodSatisfactory16000
August 200793.6Functionally obsoleteSatisfactoryGoodSatisfactory9000
August 200593.2Functionally obsoleteSatisfactoryGoodSatisfactory16000
August 200386.2Functionally obsoleteSatisfactoryGoodSatisfactory14500
August 200186.2Functionally obsoleteSatisfactoryGoodSatisfactory14500
August 199991.9Not deficientSatisfactoryGoodSatisfactory21000
2000100.0Not applicable----
August 199788.9Not deficientSatisfactoryGoodGood21000
May 199589.1Not deficientSatisfactoryGoodGood23000
May 199386.5Functionally obsoleteSatisfactoryGoodGood17729
May 199173.2Functionally obsoleteSatisfactoryGoodGood17729