LOCAL ROAD over AIRPORT DITCH
Map
Coordinates:
+32.44441, -93.8440632°26'40" N, 93°50'39" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | LOCAL ROAD over AIRPORT DITCH |
| Structure number: | 040932267935061 |
| Location: | 0.4 MI S OF HWY 3132 |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Urban) [19] |
| Length of largest span: | 24.0 ft. [7.3 m] |
| Total length: | 25.9 ft. [7.9 m] |
| Roadway width between curbs: | 24.0 ft. [7.3 m] |
| Deck width edge-to-edge: | 25.6 ft. [7.8 m] |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 1956 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 13.5 / HS 15 [3] |
| Main span material: | Steel [3] |
| Main span design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Other [9] |
2010 Inspection
| Status: | Posted for load [P] |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
| Scour condition: | Bridge with "unknown" foundation that has not been evaluated for scour. [U] |
| Operating rating: | 19.8 tons [18.0 metric tons] |
| Inventory rating: | 9.9 tons [9.0 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 47.2 |
| Recommended work: | Other structural work, including hydraulic replacements. [38] |
| Estimated cost of work: | $124,000 |
2000 Inspection
| Status: | Posted for load [P] |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
| Scour condition: | Bridge with "unknown" foundation that has not been evaluated for scour. [U] |
| Operating rating: | 19.8 tons [18.0 metric tons] |
| Inventory rating: | 9.9 tons [9.0 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 47.2 |
| Recommended work: | Other structural work, including hydraulic replacements. [38] |
| Estimated cost of work: | $124,000 |
1992 Inspection
| Status: | Posted for load [P] |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Fair [5 out of 9] |
| Substructure condition: | Good [7 out of 9] |
| Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
| Operating rating: | 19.8 tons [18.0 metric tons] |
| Inventory rating: | 9.9 tons [9.0 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 40.2 |
| Recommended work: | Other structural work, including hydraulic replacements. [38] |
| Estimated cost of work: | $124,000 |