ALTON ROAD over SEABOARD AIRLINE RR
Map
Coordinates:
+33.56277, -86.6515933°33'46" N, 86°39'06" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | ALTON ROAD over SEABOARD AIRLINE RR |
| Structure number: | 003890 |
| Old structure number: | 0000016137M0180 (from 1992 edition) |
| Location: | ALTON RD & SAL RR |
| Purpose: | Carries highway over railroad |
| Route classification: | Local (Urban) [19] |
| Length of largest span: | 58.1 ft. [17.7 m] |
| Total length: | 185.7 ft. [56.6 m] |
| Roadway width between curbs: | 25.6 ft. [7.8 m] |
| Deck width edge-to-edge: | 31.2 ft. [9.5 m] |
| Vertical clearance below bridge: | 24.0 ft. [7.3 m] |
| Skew angle: | 41° |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 1950 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Number of main spans: | 5 |
| Main spans material: | Concrete [1] |
| Main spans design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
2010 Inspection
| Status: | Open, posting recommended but not legally implemented [B] |
| Average daily traffic: | 3,000 [as of 2004] |
| Truck traffic: | 10% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 29.0 tons [26.4 metric tons] |
| Inventory rating: | 17.4 tons [15.8 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| 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: | $2,156,000 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 3,000 [as of 1996] |
| Truck traffic: | 10% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Good [7 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 16.0 tons [14.5 metric tons] |
| Inventory rating: | 12.0 tons [10.9 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 38.1 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $210,000 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 3,000 [as of 1989] |
| Truck traffic: | 10% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Good [7 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 18.6 tons [16.9 metric tons] |
| Inventory rating: | 12.4 tons [11.3 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 46.2 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $210,000 |