LOCAL ROAD over WARD CREEK
Map
Coordinates:
+30.44238, -91.1428930°26'33" N, 91°08'34" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | LOCAL ROAD over WARD CREEK |
| Structure number: | 611730266910861 |
| Location: | BATON ROUGE |
| Purpose: | Carries highway and pedestrian walkway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 19.0 ft. [5.8 m] |
| Total length: | 106.0 ft. [32.3 m] |
| Roadway width between curbs: | 23.0 ft. [7.0 m] |
| Deck width edge-to-edge: | 34.5 ft. [10.5 m] |
| Skew angle: | 28° |
| Owner: | County Highway Agency [02] |
| Year built: | 1955 |
| 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: | 6 |
| Main spans material: | Wood or timber [7] |
| 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: | 5,329 [as of 1979] |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Fair [5 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 foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Operating rating: | 37.6 tons [34.2 metric tons] |
| Inventory rating: | 26.7 tons [24.3 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 58.6 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $364,000 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 5,329 [as of 1979] |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Satisfactory [6 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] |
| Scour condition: | Bridge with "unknown" foundation that has not been evaluated for scour. [U] |
| Operating rating: | 36.6 tons [33.3 metric tons] |
| Inventory rating: | 24.8 tons [22.5 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 67.1 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $364,000 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 5,329 [as of 1979] |
| Deck condition: | Fair [5 out of 9] |
| Superstructure condition: | Fair [5 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] |
| Scour condition: | Bridge with "unknown" foundation that has not been evaluated for scour. [U] |
| Operating rating: | 46.5 tons [42.3 metric tons] |
| Inventory rating: | 34.7 tons [31.5 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 66.1 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $364,000 |