Richard ST over Hickory Creek
Poor Condition59 years old12,100 vehicles/day
Location
| State | Illinois |
| County | Will |
| Location | 0.1 M N Of I-80 |
| Carries | Richard ST |
| Crosses | Hickory Creek |
| Coordinates | 41.51508, -88.07354 |
Condition Ratings
| Overall Condition | Poor |
| Deck | 4 (Poor) |
| Superstructure | 4 (Poor) |
| Substructure | 5 (Fair) |
| Channel/Waterway | 7 (Good) |
| Scour Critical | 8 — Stable, low risk |
Physical Characteristics
| Material | Steel |
| Design | Stringer/Multi-beam |
| Total Length | 149.0 ft (45.4 m) |
| Max Span | 48.6 ft (14.8 m) |
| Deck Width | 86.9 ft (26.5 m) |
| Deck Area | 1203.1 sq m |
| Main Spans | 3 |
| Year Built | 1967 (reconstructed 2025) |
Traffic
| Avg Daily Traffic | 12,100 (2023) |
| Truck Traffic | 3% |
| Lanes On Bridge | 5 |
Inspection & Ownership
| Last Inspection | December 2024 |
| Inspection Frequency | Every 12 months |
| Owner | State Highway Agency |
| Historical Significance | Bridge is not eligible for the National Register |
| Structure Number | 099012300000000 |