Fairlane Drive over Tributary Rock Run
Fair Condition40 years old650 vehicles/day
Location
| State | Illinois |
| County | Will |
| Location | 200 Ft N Cambell ST |
| Carries | Fairlane Drive |
| Crosses | Tributary Rock Run |
| Coordinates | 41.52635, -88.14999 |
Condition Ratings
| Overall Condition | Fair |
| Deck | 5 (Fair) |
| Superstructure | 5 (Fair) |
| Substructure | 8 (Very Good) |
| Channel/Waterway | 6 (Satisfactory) |
| Scour Critical | 8 — Stable, low risk |
Physical Characteristics
| Material | Prestressed Concrete |
| Design | Box Beam - Multiple |
| Total Length | 39.0 ft (11.9 m) |
| Max Span | 34.1 ft (10.4 m) |
| Deck Width | 42.0 ft (12.8 m) |
| Deck Area | 152.3 sq m |
| Main Spans | 1 |
| Year Built | 1986 |
Traffic
| Avg Daily Traffic | 650 (2019) |
| Truck Traffic | 12% |
| Lanes On Bridge | 2 |
Inspection & Ownership
| Last Inspection | 225 |
| Inspection Frequency | Every 24 months |
| Owner | City/Municipal Highway Agency |
| Historical Significance | Bridge is not eligible for the National Register |
| Structure Number | 099647300000000 |