WOODLEY ROAD over DRAINAGE RELIEF
Map
Coordinates:
+32.28299, -86.2216332°16'59" N, 86°13'18" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | WOODLEY ROAD over DRAINAGE RELIEF |
| Structure number: | 013283 |
| Old structure number: | 0000001551M000A (from 1992 edition) |
| Location: | 1.4 MI.S VIG. LP. RD. |
| Purpose: | Carries highway over relief for waterway |
| Route classification: | Minor Arterial (Urban) [16] |
| Length of largest span: | 34.1 ft. [10.4 m] |
| Total length: | 170.0 ft. [51.8 m] |
| Roadway width between curbs: | 27.9 ft. [8.5 m] |
| Deck width edge-to-edge: | 30.5 ft. [9.3 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 1984 |
| 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: | Prestressed concrete [5] |
| 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: | 5,000 [as of 1991] |
| Truck traffic: | 1% of total traffic |
| 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: | 73.3 tons [66.6 metric tons] |
| Inventory rating: | 44.0 tons [40.0 metric tons] |
| Sufficiency rating: | 81.0 |
| Estimated cost of work: | $1,943,000 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 5,000 [as of 1991] |
| Truck traffic: | 1% of total traffic |
| Deck condition: | Very Good [8 out of 9] |
| Superstructure condition: | Very Good [8 out of 9] |
| Substructure condition: | Very Good [8 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: | Scour calculation/evaluation has not been made. [6] |
| Operating rating: | 44.9 tons [40.8 metric tons] |
| Inventory rating: | 36.0 tons [32.7 metric tons] |
| Sufficiency rating: | 83.0 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 5,000 [as of 1991] |
| Truck traffic: | 1% of total traffic |
| Deck condition: | Very Good [8 out of 9] |
| Superstructure condition: | Very Good [8 out of 9] |
| Substructure condition: | Very Good [8 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: | Scour calculation/evaluation has not been made. [6] |
| Operating rating: | 44.6 tons [40.5 metric tons] |
| Inventory rating: | 35.6 tons [32.4 metric tons] |
| Sufficiency rating: | 83.0 |