SR 25 over PEARL RIVER
Map
Coordinates:
+32.33177, -90.1302632°19'54" N, 90°07'49" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | SR 25 over PEARL RIVER |
| Structure number: | 31000250250017A |
| Location: | 1.7 MI N I 55 |
| Purpose: | Carries highway over waterway |
| Route classification: | Other Principal Arterial (Urban) [14] |
| Length of largest span: | 120.1 ft. [36.6 m] |
| Total length: | 1180.2 ft. [359.7 m] |
| Roadway width between curbs: | 58.1 ft. [17.7 m] |
| Deck width edge-to-edge: | 60.7 ft. [18.5 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 1965 |
| Year reconstructed: | 2001 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 18 / HS 20 [5] |
| Number of main spans: | 3 |
| Main spans material: | Steel continuous [4] |
| 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, no restriction [A] |
| Average daily traffic: | 34,500 [as of 2006] |
| 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] |
| Channel protection: | Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
| Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
| Operating rating: | 45.5 tons [41.4 metric tons] |
| Inventory rating: | 38.1 tons [34.6 metric tons] |
| Sufficiency rating: | 98.4 |
| Recommended work: | Widening of existing bridge with deck rehabilitation or replacement. [34] |
| Estimated cost of work: | $778,000 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 19,000 [as of 1996] |
| Truck traffic: | 3% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Good [7 out of 9] |
| Channel protection: | Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
| Scour condition: | Scour calculation/evaluation has not been made. [6] |
| Operating rating: | 45.5 tons [41.4 metric tons] |
| Inventory rating: | 38.1 tons [34.6 metric tons] |
| Sufficiency rating: | 76.7 |
| Recommended work: | Widening of existing bridge with deck rehabilitation or replacement. [34] |
| Estimated cost of work: | $778,000 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 16,440 [as of 1989] |
| Truck traffic: | 3% 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: | Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
| Scour condition: | Scour calculation/evaluation has not been made. [6] |
| Operating rating: | 62.4 tons [56.7 metric tons] |
| Inventory rating: | 35.6 tons [32.4 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 77.4 |
| Recommended work: | Widening of existing bridge with deck rehabilitation or replacement. [34] |
| Estimated cost of work: | $778,000 |