CITY STREET over JONES CREEK
Map
Coordinates:
+30.45320, -91.0688430°27'12" N, 91°04'08" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | CITY STREET over JONES CREEK |
| Structure number: | 611730272910421 |
| Location: | MOLLYLEA DR. |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 20.0 ft. [6.1 m] |
| Total length: | 115.2 ft. [35.1 m] |
| Roadway width between curbs: | 24.0 ft. [7.3 m] |
| Deck width edge-to-edge: | 25.3 ft. [7.7 m] |
| Skew angle: | 10° |
| Owner: | County Highway Agency [02] |
| Year built: | 1965 |
| 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: | 1,200 [as of 1930] |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Serious [3 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 with "unknown" foundation that has not been evaluated for scour. [U] |
| Operating rating: | 36.6 tons [33.3 metric tons] |
| Inventory rating: | 25.7 tons [23.4 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 29.3 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $393,000 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 1,200 [as of 1930] |
| 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: | 25.7 tons [23.4 metric tons] |
| Sufficiency rating: | 74.0 |
1992 Inspection
| Status: | Posted for load [P] |
| Average daily traffic: | 1,200 [as of 1930] |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Satisfactory [6 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: | 3.0 tons [2.7 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 22.3 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $393,000 |