FORD AVE over TOWN CREEK
Map
Coordinates:
+32.33963, -90.2305532°20'23" N, 90°13'50" W
Source: National Bridge Inventory (2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | FORD AVE over TOWN CREEK |
| Structure number: | SA2500000000244 |
| Location: | SEC 30 T 6N R 1E |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Urban) [19] |
| Length of largest span: | 30.8 ft. [9.4 m] |
| Total length: | 30.8 ft. [9.4 m] |
| Roadway width between curbs: | 23.6 ft. [7.2 m] |
| Deck width edge-to-edge: | 24.9 ft. [7.6 m] |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 1989 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | M 13.5 / H 15 [2] |
| Main span material: | Concrete [1] |
| Main span design: | Channel beam [22] |
| Deck type: | Concrete Precast Panels [2] |
| Wearing surface: | Bituminous [6] |
2010 Inspection
| Status: | Open, posting recommended but not legally implemented [B] |
| Average daily traffic: | 100 [as of 2007] |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Good [7 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 assessed or calculated scour condition. [5] |
| Operating rating: | 24.8 tons [22.5 metric tons] |
| Inventory rating: | 18.8 tons [17.1 metric tons] |
| Sufficiency rating: | 68.5 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $108,000 |
2000 Inspection
| Status: | Open, posting recommended but not legally implemented [B] |
| Average daily traffic: | 450 [as of 1997] |
| Truck traffic: | 8% of total traffic |
| Deck condition: | Very Good [8 out of 9] |
| Superstructure condition: | Very Good [8 out of 9] |
| Substructure condition: | Good [7 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 with "unknown" foundation that has not been evaluated for scour. [U] |
| Operating rating: | 24.8 tons [22.5 metric tons] |
| Inventory rating: | 18.8 tons [17.1 metric tons] |
| Sufficiency rating: | 50.0 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $108,000 |