I 90 WB over I 90 Ramps Int 10
Fair Condition69 years old13,280 vehicles/day
Location
| State | Massachusetts |
| County | Berkshire |
| Location | .7 Mi W. Maple ST A16 |
| Carries | I 90 WB |
| Crosses | I 90 Ramps Int 10 |
| Coordinates | 42.29864, -73.23498 |
Condition Ratings
| Overall Condition | Fair |
| Deck | 6 (Satisfactory) |
| Superstructure | 6 (Satisfactory) |
| Substructure | 5 (Fair) |
| Scour Critical | Not applicable |
Physical Characteristics
| Material | Steel |
| Design | Stringer/Multi-beam |
| Total Length | 128.3 ft (39.1 m) |
| Max Span | 56.4 ft (17.2 m) |
| Deck Width | 63.3 ft (19.3 m) |
| Deck Area | 754.6 sq m |
| Main Spans | 3 |
| Year Built | 1957 (reconstructed 1991) |
Traffic
| Avg Daily Traffic | 13,280 (2023) |
| Truck Traffic | 22% |
| Lanes On Bridge | 3 |
| Lanes Under Bridge | 2 |
Inspection & Ownership
| Last Inspection | 424 |
| Inspection Frequency | Every 24 months |
| Owner | State Highway Agency |
| Historical Significance | Bridge is not eligible for the National Register |
| Structure Number | L050494GEDOTNBI |