Structure S002 45690 · Lancaster County, NE
Carries W Van Dorn ST over Salt Creek, 0.28 Mi SE Jct Us77.
Set by its lowest-rated component: Deck and Superstructure and Substructure at 8 of 9.
How ratings work322 ft end to end, longest span 116 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 multi-beam bridge.
| State | Nebraska |
| County | Lancaster |
| Location | 0.28 Mi SE Jct Us77 |
| Carries | W Van Dorn ST |
| Crosses | Salt Creek |
| Coordinates | 40.78800, -96.72510 |
| Material | Prestressed Concrete |
| Design | Stringer/Multi-beam |
| Total Length | 321.9 ft (98.1 m) |
| Max Span | 116.1 ft (35.4 m) |
| Deck Width | 88.3 ft (26.9 m) |
| Deck Area | 2638.9 sq m |
| Main Spans | 3 |
| Year Built | 1992 |
| Avg Daily Traffic | 19,480 (2018) |
| Truck Traffic | 16% |
| Lanes On Bridge | 4 |
| Last Inspection | January 2025 |
| Inspection Frequency | Every 24 months |
| Owner | City/Municipal Highway Agency |
| Historical Significance | Bridge is not eligible for the National Register |
| Scour Critical | 5 — Stable for scour |
| Structure Number | S002 45690 |
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.