US0061 over HURRICANE CREEK
Map
Coordinates:
+30.48502, -91.1189130°29'06" N, 91°07'08" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | US0061 over HURRICANE CREEK |
| Structure number: | 611700079006761 |
| Location: | 61170079006761 |
| Purpose: | Carries highway over waterway |
| Route classification: | Other Principal Arterial (Urban) [14] |
| Length of largest span: | 12.1 ft. [3.7 m] |
| Total length: | 44.9 ft. [13.7 m] |
| Roadway width between curbs: | 47.9 ft. [14.6 m] |
| Deck width edge-to-edge: | 226.4 ft. [69.0 m] |
| Skew angle: | 62° |
| Owner: | State Highway Agency [01] |
| Year built: | 1968 |
| 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: | Concrete [1] |
| Main spans design: | Culvert [19] |
| Deck type: | Concrete Cast-in-Place [1] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 41,100 [as of 2009] |
| Truck traffic: | 11% of total traffic |
| 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] |
| Culvert condition: | No noticeable or noteworthy deficiencies which affect the condition of the culvert. Insignificant scrape marks caused by drift. [8] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 76.0 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $313,000 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 39,289 [as of 1996] |
| Truck traffic: | 11% of total traffic |
| 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: | No noticeable or noteworthy deficiencies which affect the condition of the culvert. Insignificant scrape marks caused by drift. [8] |
| Sufficiency rating: | 75.5 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 40,264 [as of 1991] |
| Truck traffic: | 11% of total traffic |
| 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] |
| Culvert condition: | No noticeable or noteworthy deficiencies which affect the condition of the culvert. Insignificant scrape marks caused by drift. [8] |
| Sufficiency rating: | 76.3 |