US 31 NBL over CATOMA CREEK
Map
Coordinates:
+32.32092, -86.3485432°19'15" N, 86°20'55" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | US 31 NBL over CATOMA CREEK |
| Structure number: | 005088 |
| Old structure number: | 00000003510169B (from 1992 edition) |
| Location: | 0.6 MI S OF SO BY PASS |
| Purpose: | Carries highway over waterway |
| Route classification: | Other Principal Arterial (Urban) [14] |
| Length of largest span: | 69.9 ft. [21.3 m] |
| Total length: | 783.2 ft. [238.7 m] |
| Roadway width between curbs: | 27.9 ft. [8.5 m] |
| Deck width edge-to-edge: | 30.8 ft. [9.4 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 1955 |
| 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: | 21 |
| Main spans material: | Concrete continuous [2] |
| Main spans design: | Tee beam [04] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 7,205 [as of 2008] |
| Truck traffic: | 9% of total traffic |
| Deck condition: | Poor [4 out of 9] |
| Superstructure condition: | Fair [5 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: | 65.1 tons [59.2 metric tons] |
| Inventory rating: | 39.1 tons [35.5 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 62.9 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $7,559,000 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 10,935 [as of 1997] |
| Truck traffic: | 4% of total traffic |
| Deck condition: | Fair [5 out of 9] |
| Superstructure condition: | Fair [5 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 is scour critical; bridge foundations determined to be unstable. [3] |
| Operating rating: | 64.9 tons [59.0 metric tons] |
| Inventory rating: | 38.9 tons [35.4 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 64.4 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $3,298,000 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 19,245 [as of 1990] |
| Truck traffic: | 9% 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: | Scour calculation/evaluation has not been made. [6] |
| Operating rating: | 47.5 tons [43.2 metric tons] |
| Inventory rating: | 35.6 tons [32.4 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 76.1 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $4,123,000 |