LOCAL ROAD over WARDS CREEK
Map
Coordinates:
+30.45381, -91.1438830°27'14" N, 91°08'38" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | LOCAL ROAD over WARDS CREEK |
| Structure number: | 611730272910861 |
| Location: | NORTH ST. B.R.,LA |
| Purpose: | Carries highway and pedestrian walkway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 14.1 ft. [4.3 m] |
| Total length: | 28.9 ft. [8.8 m] |
| Roadway width between curbs: | 41.0 ft. [12.5 m] |
| Deck width edge-to-edge: | 59.4 ft. [18.1 m] |
| Owner: | County Highway Agency [02] |
| 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: | 2 |
| Main spans material: | Concrete [1] |
| Main spans design: | Culvert [19] |
| Deck type: | Concrete Cast-in-Place [1] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 6,718 [as of 1979] |
| 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] |
| Culvert condition: | Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 77.2 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $195,000 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 6,718 [as of 1979] |
| 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] |
| Culvert condition: | Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7] |
| Scour condition: | Bridge with "unknown" foundation that has not been evaluated for scour. [U] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 78.2 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $195,000 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 6,718 [as of 1979] |
| 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] |
| Culvert condition: | Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 78.4 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $195,000 |