CLINTON BLVD over LYNCH CREEK
Map
Coordinates:
+32.32752, -90.2461132°19'39" N, 90°14'46" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | CLINTON BLVD over LYNCH CREEK |
| Structure number: | 11002200250027B |
| Location: | CLINTON BLVD INTERCHANGE |
| Purpose: | Carries highway over waterway |
| Route classification: | Other Principal Arterial (Urban) [14] |
| Length of largest span: | 18.0 ft. [5.5 m] |
| Total length: | 44.9 ft. [13.7 m] |
| Vertical clearance above deck: | 17.1 ft. [5.2 m] |
| Skew angle: | 30° |
| Owner: | State Highway Agency [01] |
| Year built: | 1979 |
| 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: | Not applicable [N] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 10,000 [as of 2006] |
| Truck traffic: | 5% of total traffic |
| 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] |
| 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] |
| Inventory rating: | 58.4 tons [53.1 metric tons] |
| Sufficiency rating: | 83.9 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 20,320 [as of 1996] |
| Truck traffic: | 1% of total traffic |
| 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] |
| 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] |
| Inventory rating: | 58.4 tons [53.1 metric tons] |
| Sufficiency rating: | 82.7 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 18,480 [as of 1989] |
| Truck traffic: | 1% of total traffic |
| 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] |
| Culvert condition: | No noticeable or noteworthy deficiencies which affect the condition of the culvert. Insignificant scrape marks caused by drift. [8] |
| Scour condition: | Scour calculation/evaluation has not been made. [6] |
| Operating rating: | 48.5 tons [44.1 metric tons] |
| Inventory rating: | 35.6 tons [32.4 metric tons] |
| Sufficiency rating: | 83.3 |