WESTERN HILLS VIAD over WESTERN HILLS VIADUCT
Source: National Bridge Inventory (2010 edition)
Information not verified. Use at your own risk.
Facts
| Name: | WESTERN HILLS VIAD over WESTERN HILLS VIADUCT |
| Structure number: | 3137082 |
| Location: | WEST OF I-75 WHV INTERCHG |
| Purpose: | Carries highway and pedestrian walkway over highway, waterway, and railroad |
| Route classification: | Other Principal Arterial (Urban) [14] |
| Length of largest span: | 120.1 ft. [36.6 m] |
| Total length: | 2721.3 ft. [829.4 m] |
| Roadway width between curbs: | 48.2 ft. [14.7 m] |
| Deck width edge-to-edge: | 56.4 ft. [17.2 m] |
| Vertical clearance above deck: | 15.7 ft. [4.8 m] |
| Vertical clearance below bridge: | 22.3 ft. [6.8 m] |
| Skew angle: | 99° |
| Owner: | County Highway Agency [02] |
| Year built: | 1931 |
| Year reconstructed: | 1978 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 18+Mod / HS 20+Mod [6] |
| Number of main spans: | 41 |
| Main spans material: | Steel [3] |
| Main spans design: | Girder and floorbeam system [03] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Bituminous [6] |
2010 Inspection
| Status: | Open, would be posted or closed except for temporary shoring [D] |
| Average daily traffic: | 70,604 [as of 2001] |
| Truck traffic: | 6% of total traffic |
| Deck condition: | Fair [5 out of 9] |
| Superstructure condition: | Poor [4 out of 9] |
| Substructure condition: | Fair [5 out of 9] |
| Channel protection: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Operating rating: | 44.6 tons [40.5 metric tons] |
| Inventory rating: | 35.6 tons [32.4 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 36.0 |