US 78 over DANIEL PAYNE DR
Map
Coordinates:
+33.53333, -86.8666733°31'60" N, 86°52'00" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | US 78 over DANIEL PAYNE DR |
| Structure number: | 001392 |
| Old structure number: | 000000043701740 (from 1992 edition) |
| Location: | US78 & DANIEL PAYNE DR |
| Purpose: | Carries highway over highway |
| Route classification: | Other Principal Arterial (Urban) [14] |
| Length of largest span: | 49.9 ft. [15.2 m] |
| Total length: | 174.9 ft. [53.3 m] |
| Roadway width between curbs: | 44.0 ft. [13.4 m] |
| Deck width edge-to-edge: | 53.2 ft. [16.2 m] |
| Vertical clearance below bridge: | 17.4 ft. [5.3 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 1936 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | M 18 / H 20 [4] |
| Number of main spans: | 3 |
| Main spans material: | Steel [3] |
| Main spans design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Bituminous [6] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 44,710 [as of 2008] |
| Truck traffic: | 9% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Fair [5 out of 9] |
| Substructure condition: | Good [7 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 72.2 tons [65.6 metric tons] |
| Inventory rating: | 43.2 tons [39.3 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 68.0 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $3,466,000 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 38,150 [as of 1997] |
| Truck traffic: | 9% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Fair [5 out of 9] |
| Substructure condition: | Good [7 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 71.8 tons [65.3 metric tons] |
| Inventory rating: | 42.9 tons [39.0 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 68.0 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $942,000 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 35,250 [as of 1988] |
| Truck traffic: | 8% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Very Good [8 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 33.4 tons [30.4 metric tons] |
| Inventory rating: | 24.8 tons [22.5 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 70.1 |
| Recommended work: | Widening of existing bridge or other major structure without deck rehabilitation or replacement [33] |
| Estimated cost of work: | $831,000 |