WILLIAMS AVE over BIG SPRING LAGOON
Map
Coordinates:
+34.71667, -86.5833334°43'00" N, 86°34'60" W
Source: National Bridge Inventory (2010 edition)
Information not verified. Use at your own risk.
Facts
| Name: | WILLIAMS AVE over BIG SPRING LAGOON |
| Structure number: | 019391 |
| Location: | 1.0 MILE NORTH US 431 |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Urban) [19] |
| Length of largest span: | 47.9 ft. [14.6 m] |
| Total length: | 47.9 ft. [14.6 m] |
| Roadway width between curbs: | 55.1 ft. [16.8 m] |
| Deck width edge-to-edge: | 80.1 ft. [24.4 m] |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 2004 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 18 / HS 20 [5] |
| Main span material: | Prestressed concrete [5] |
| Main span design: | Arch - Deck [11] |
| Deck type: | Not applicable [N] |
| Wearing surface: | Bituminous [6] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 1,000 [as of 2005] |
| Truck traffic: | 1% of total traffic |
| Deck condition: | Very Good [8 out of 9] |
| Superstructure condition: | Very Good [8 out of 9] |
| Substructure condition: | Very Good [8 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: | 48.0 tons [43.6 metric tons] |
| Inventory rating: | 36.0 tons [32.7 metric tons] |
| Sufficiency rating: | 97.4 |
| Estimated cost of work: | $1,758,000 |