Structure F04019ANLDOT634 · Worcester County, MA
Carries HWY John T Centr over Comb Bmrr & N Nashua Ri, 5th St/n Nash Riv-b&m Rr.
Set by its lowest-rated component: Superstructure and Substructure at 6 of 9.
How ratings work657 ft end to end, longest span 357 ft: about 1.8 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 cable-stayed bridge.
| State | Massachusetts |
| County | Worcester |
| Location | 5th St/n Nash Riv-b&m Rr |
| Carries | HWY John T Centr |
| Crosses | Comb Bmrr & N Nashua Ri |
| Coordinates | 42.57548, -71.78838 |
| Material | Steel |
| Design | Stayed Girder |
| Total Length | 657.2 ft (200.3 m) |
| Max Span | 357.0 ft (108.8 m) |
| Deck Width | 44.6 ft (13.6 m) |
| Deck Area | 2724.1 sq m |
| Main Spans | 3 |
| Year Built | 2002 |
| Avg Daily Traffic | 9,650 (2014) |
| Truck Traffic | 5% |
| Lanes On Bridge | 2 |
| Last Inspection | July 2024 |
| Inspection Frequency | Every 24 months |
| Owner | State Highway Agency |
| Historical Significance | Historical significance is not determined |
| Scour Critical | 5 — Stable for scour |
| Structure Number | F04019ANLDOT634 |
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.