Groover DR over Shades Creek
Fair Condition57 years old2,500 vehicles/day
Location
| State | Alabama |
| County | Jefferson |
| Location | Groover DR * Shades Ck |
| Carries | Groover DR |
| Crosses | Shades Creek |
| Coordinates | 33.50871, -86.73201 |
Condition Ratings
| Overall Condition | Fair |
| Deck | 6 (Satisfactory) |
| Superstructure | 6 (Satisfactory) |
| Substructure | 6 (Satisfactory) |
| Channel/Waterway | 5 (Fair) |
| Scour Critical | 8 — Stable, low risk |
Physical Characteristics
| Material | Concrete |
| Design | Channel Beam |
| Total Length | 102.0 ft (31.1 m) |
| Max Span | 34.1 ft (10.4 m) |
| Deck Width | 42.0 ft (12.8 m) |
| Deck Area | 398.1 sq m |
| Main Spans | 3 |
| Year Built | 1969 |
Traffic
| Avg Daily Traffic | 2,500 (2016) |
| Truck Traffic | 1% |
| Lanes On Bridge | 2 |
Inspection & Ownership
| Last Inspection | 923 |
| Inspection Frequency | Every 24 months |
| Owner | City/Municipal Highway Agency |
| Historical Significance | Bridge is not eligible for the National Register |
| Structure Number | 010080 |