CITY STREET over DAWSON CREEK
Map
Coordinates:
+30.41788, -91.1423830°25'04" N, 91°08'33" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | CITY STREET over DAWSON CREEK |
| Structure number: | 611730252910851 |
| Location: | BATON ROUGE |
| Purpose: | Carries highway and pedestrian walkway over waterway |
| Route classification: | Minor Arterial (Rural) [06] |
| Length of largest span: | 20.0 ft. [6.1 m] |
| Total length: | 102.0 ft. [31.1 m] |
| Roadway width between curbs: | 55.1 ft. [16.8 m] |
| Deck width edge-to-edge: | 69.9 ft. [21.3 m] |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 2000 |
| 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: | 5 |
| Main spans material: | Concrete [1] |
| Main spans design: | Slab [01] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Bituminous [6] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 12,825 [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 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: | 81.2 tons [73.8 metric tons] |
| Inventory rating: | 48.5 tons [44.1 metric tons] |
| Sufficiency rating: | 61.0 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 12,825 [as of 1979] |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Very Good [8 out of 9] |
| Substructure condition: | Good [7 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 foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Operating rating: | 81.2 tons [73.8 metric tons] |
| Inventory rating: | 48.5 tons [44.1 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 77.5 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $544,000 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 12,825 [as of 1979] |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Good [7 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 foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Operating rating: | 81.2 tons [73.8 metric tons] |
| Inventory rating: | 48.5 tons [44.1 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 77.8 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $544,000 |