Structure 8591B001C30046 · Multnomah County, OR
Carries Hy 1sb To Hy 61nb over Marq Ramp To HWY 61 NB, West Marquam Interchange.
Set by its lowest-rated component: Deck and Superstructure and Substructure at 6 of 9.
How ratings work1,608 ft end to end, longest span 178 ft: about 4.5 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 multi-beam bridge.
| State | Oregon |
| County | Multnomah |
| Location | West Marquam Interchange |
| Carries | Hy 1sb To Hy 61nb |
| Crosses | Marq Ramp To HWY 61 NB |
| Coordinates | 45.50542, -122.67536 |
| Material | Steel |
| Design | Stringer/Multi-beam |
| Total Length | 1607.6 ft (490 m) |
| Max Span | 178.5 ft (54.4 m) |
| Deck Width | 37.1 ft (11.3 m) |
| Deck Area | 5,537 sq m |
| Main Spans | 11 |
| Year Built | 1965 |
| Avg Daily Traffic | 24,925 (2022) |
| Truck Traffic | 10% |
| Lanes On Bridge | 2 |
| Lanes Under Bridge | 10 |
| Last Inspection | September 2024 |
| Inspection Frequency | Every 24 months |
| Owner | State Highway Agency |
| Historical Significance | Bridge is not eligible for the National Register |
| Scour Critical | Not applicable |
| Structure Number | 08591B001C30046 |
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.