LOCAL ROAD over PALMETTO CANAL
Map
Coordinates:
+29.97590, -90.1248529°58'33" N, 90°07'29" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | LOCAL ROAD over PALMETTO CANAL |
| Structure number: | 023629585900751 |
| Location: | O.0MI.N.OF NORTHLINE |
| Purpose: | Carries highway and pedestrian walkway over waterway |
| Route classification: | Local (Urban) [19] |
| Length of largest span: | 32.2 ft. [9.8 m] |
| Total length: | 74.2 ft. [22.6 m] |
| Roadway width between curbs: | 28.2 ft. [8.6 m] |
| Deck width edge-to-edge: | 36.1 ft. [11.0 m] |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 1960 |
| 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 [3] |
| 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: | Bridge closed to all traffic [K] |
| Deck condition: | Very Good [8 out of 9] |
| Superstructure condition: | Satisfactory [6 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: | 35.6 tons [32.4 metric tons] |
| Inventory rating: | 16.8 tons [15.3 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 66.0 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $273,000 |
2000 Inspection
| Status: | Bridge closed to all traffic [K] |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Fair [5 out of 9] |
| Substructure condition: | Fair [5 out of 9] |
| Channel protection: | Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4] |
| Scour condition: | Bridge with "unknown" foundation that has not been evaluated for scour. [U] |
| Operating rating: | 35.6 tons [32.4 metric tons] |
| Inventory rating: | 16.8 tons [15.3 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 52.0 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $273,000 |
1992 Inspection
| Status: | Posted for load [P] |
| Deck condition: | Fair [5 out of 9] |
| Superstructure condition: | Poor [4 out of 9] |
| Substructure condition: | Fair [5 out of 9] |
| Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
| Operating rating: | 35.6 tons [32.4 metric tons] |
| Inventory rating: | 16.8 tons [15.3 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 36.0 |
| Recommended work: | Other structural work, including hydraulic replacements. [38] |
| Estimated cost of work: | $273,000 |