SR 618 & RAMP over HILLS RVR & DOWNTOWN TPA
Map
Coordinates:
+27.94278, -82.4600027°56'34" N, 82°27'36" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | SR 618 & RAMP 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: | 186.7 ft. [56.9 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: | 21.0 ft. [6.4 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+Mod / HS 20+Mod [6] |
| 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] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 16,000 [as of 2009] |
| Truck traffic: | 8% of total traffic |
| Deck condition: | Fair [5 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| 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: | 62.9 tons [57.2 metric tons] |
| Inventory rating: | 27.0 tons [24.5 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 80.8 |
| Recommended work: | Other structural work, including hydraulic replacements. [38] |
| Estimated cost of work: | $330,000 |
2000 Inspection
| Average daily traffic: | 24,000 [as of 1997] |
| Truck traffic: | 8% of total traffic |
| Evaluation: | Not applicable [N] |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 18,595 [as of 1988] |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Good [7 out of 9] |
| 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: | In place and functioning [2] |
| Scour condition: | Scour calculation/evaluation has not been made. [6] |
| Operating rating: | 47.5 tons [43.2 metric tons] |
| Inventory rating: | 38.6 tons [35.1 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 73.1 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $830,000 |