LOCAL ROAD over KCS,MOPAC & PAC RRS
Map
Coordinates:
+32.49417, -93.7586432°29'39" N, 93°45'31" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | LOCAL ROAD over KCS,MOPAC & PAC RRS |
| Structure number: | 040932295934551 |
| Location: | 0.1 MI. SO. OF U.S. 80 |
| Purpose: | Carries highway over railroad |
| Route classification: | Local (Urban) [19] |
| Length of largest span: | 80.1 ft. [24.4 m] |
| Total length: | 709.0 ft. [216.1 m] |
| Roadway width between curbs: | 40.0 ft. [12.2 m] |
| Deck width edge-to-edge: | 49.2 ft. [15.0 m] |
| Vertical clearance below bridge: | 20.0 ft. [6.1 m] |
| Skew angle: | 20° |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 1950 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 13.5 / HS 15 [3] |
| Number of main spans: | 18 |
| Main spans material: | Steel [3] |
| Main spans design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Concrete Cast-in-Place [1] |
2010 Inspection
| Status: | Posted for load [P] |
| Average daily traffic: | 22,308 [as of 1979] |
| Deck condition: | Poor [4 out of 9] |
| Superstructure condition: | Serious [3 out of 9] |
| Substructure condition: | Fair [5 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 not over waterway. [N] |
| Operating rating: | 15.8 tons [14.4 metric tons] |
| Inventory rating: | 5.0 tons [4.5 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 2.0 |
| Recommended work: | Other structural work, including hydraulic replacements. [38] |
| Estimated cost of work: | $2,838,000 |
2000 Inspection
| Status: | Posted for load [P] |
| Average daily traffic: | 22,308 [as of 1979] |
| Deck condition: | Poor [4 out of 9] |
| Superstructure condition: | Poor [4 out of 9] |
| Substructure condition: | Fair [5 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 with "unknown" foundation that has not been evaluated for scour. [U] |
| Operating rating: | 15.8 tons [14.4 metric tons] |
| Inventory rating: | 5.0 tons [4.5 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 2.0 |
| Recommended work: | Other structural work, including hydraulic replacements. [38] |
| Estimated cost of work: | $2,838,000 |
1992 Inspection
| Status: | Posted for load [P] |
| Average daily traffic: | 22,308 [as of 1979] |
| Deck condition: | Serious [3 out of 9] |
| Superstructure condition: | Critical [2 out of 9] |
| Substructure condition: | Fair [5 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] |
| Operating rating: | 15.8 tons [14.4 metric tons] |
| Inventory rating: | 5.0 tons [4.5 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 2.0 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $2,838,000 |