Structure 100721 · Hillsborough County, FL
Carries Sr618 WB To I-4 WB over Csx Rr SR 60 & 34th ST, Sr-618 WB Off-ramp.
Set by its lowest-rated component: Deck and Superstructure and Substructure at 7 of 9.
How ratings work1,983 ft end to end, longest span 252 ft: about 5.5 football fields. Lengths and the semi-truck on the deck are drawn to the same scale. Each part is colored by its latest inspection rating. The inventory records lengths but not heights or the layout of the shorter spans, so those are drawn as typical for a segmental box-girder bridge.
| State | Florida |
| County | Hillsborough |
| Location | Sr-618 WB Off-ramp |
| Carries | Sr618 WB To I-4 WB |
| Crosses | Csx Rr SR 60 & 34th ST |
| Coordinates | 27.95446, -82.42476 |
| Material | Prestressed Concrete Continuous |
| Design | Segmental Box Girder |
| Total Length | 1982.9 ft (604.4 m) |
| Max Span | 251.6 ft (76.7 m) |
| Deck Width | 43.0 ft (13.1 m) |
| Deck Area | 7917.6 sq m |
| Main Spans | 11 |
| Year Built | 2013 |
| Avg Daily Traffic | 17,900 (2023) |
| Truck Traffic | 11% |
| Lanes On Bridge | 2 |
| Lanes Under Bridge | 8 |
| Last Inspection | December 2023 |
| Inspection Frequency | Every 24 months |
| Owner | State Toll Authority |
| Historical Significance | Bridge is not eligible for the National Register |
| Scour Critical | 8 — Stable, low risk |
| Structure Number | 100721 |
Inspectors rate each major part of a bridge (the deck you drive on, the superstructure of beams that holds it up, and the substructure of piers and abutments beneath) on a 0–9 scale. A bridge's overall condition is its lowest of those ratings, so one deteriorated component makes the whole bridge "poor."
A poor rating is not a closure. It means the bridge is flagged for priority repair or replacement; bridges judged unsafe are closed or posted with weight limits. The waterway (channel) rating is reported, but it does not count toward the overall classification.