Structure 6683D01WX00044 · Multnomah County, OR
Carries Or 99w/holladay Rp over B-146 Steel Br Rp X Uprr, NE End Of Steel Bridge.
Set by its lowest-rated component: Deck and Superstructure at 6 of 9.
How ratings work318 ft end to end, longest span 101 ft: about 4 semi-trucks nose to tail. 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 tee-beam bridge.
| State | Oregon |
| County | Multnomah |
| Location | NE End Of Steel Bridge |
| Carries | Or 99w/holladay Rp |
| Crosses | B-146 Steel Br Rp X Uprr |
| Coordinates | 45.52880, -122.66714 |
| Material | Concrete Continuous |
| Design | Tee Beam |
| Total Length | 317.9 ft (96.9 m) |
| Max Span | 101.0 ft (30.8 m) |
| Deck Width | 40.0 ft (12.2 m) |
| Deck Area | 1182.2 sq m |
| Main Spans | 6 |
| Year Built | 1952 (reconstructed 1985) |
| Avg Daily Traffic | 8,742 (2020) |
| Truck Traffic | 7% |
| Lanes On Bridge | 1 |
| Last Inspection | June 2023 |
| Inspection Frequency | Every 24 months |
| Owner | City/Municipal Highway Agency |
| Historical Significance | Bridge is not eligible for the National Register |
| Scour Critical | Not applicable |
| Structure Number | 06683D01WX00044 |
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.