Lincoln ST over Cherry Creek
Fair Condition68 years old24,360 vehicles/day
Location
| State | Colorado |
| County | Denver |
| Location | Lincoln At Speer BLVD |
| Carries | Lincoln ST |
| Crosses | Cherry Creek |
| Coordinates | 39.72592, -104.98609 |
Condition Ratings
| Overall Condition | Fair |
| Deck | 6 (Satisfactory) |
| Superstructure | 6 (Satisfactory) |
| Substructure | 7 (Good) |
| Channel/Waterway | 8 (Very Good) |
| Scour Critical | 8 — Stable, low risk |
Physical Characteristics
| Material | Concrete Continuous |
| Design | Tee Beam |
| Total Length | 128.9 ft (39.3 m) |
| Max Span | 62.0 ft (18.9 m) |
| Deck Width | 74.5 ft (22.7 m) |
| Deck Area | 892.1 sq m |
| Main Spans | 2 |
| Year Built | 1958 |
Traffic
| Avg Daily Traffic | 24,360 (2021) |
| Truck Traffic | 5% |
| Lanes On Bridge | 6 |
Inspection & Ownership
| Last Inspection | October 2024 |
| Inspection Frequency | Every 24 months |
| Owner | City/Municipal Highway Agency |
| Historical Significance | Bridge is not eligible for the National Register |
| Structure Number | D-01-CC-190 |