LOCAL ROAD over KCS RR
Map
Coordinates:
+29.87167, -90.1266729°52'18" N, 90°07'36" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | LOCAL ROAD over KCS RR |
| Structure number: | 023629523900765 |
| Location: | P3629523900765 |
| Purpose: | Carries highway and pedestrian walkway over railroad |
| Route classification: | Local (Urban) [19] |
| Length of largest span: | 82.0 ft. [25.0 m] |
| Total length: | 682.1 ft. [207.9 m] |
| Roadway width between curbs: | 18.4 ft. [5.6 m] |
| Deck width edge-to-edge: | 23.3 ft. [7.1 m] |
| Vertical clearance below bridge: | 18.7 ft. [5.7 m] |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 1960 |
| 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: | 12 |
| Main spans material: | Steel [3] |
| Main spans design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Fair [5 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 53.5 tons [48.6 metric tons] |
| Inventory rating: | 26.7 tons [24.3 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 75.5 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $1,915,000 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Deck condition: | Fair [5 out of 9] |
| Superstructure condition: | Fair [5 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Scour condition: | Bridge with "unknown" foundation that has not been evaluated for scour. [U] |
| Operating rating: | 53.5 tons [48.6 metric tons] |
| Inventory rating: | 26.7 tons [24.3 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 74.5 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $1,915,000 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Deck condition: | Poor [4 out of 9] |
| Superstructure condition: | Fair [5 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Operating rating: | 53.5 tons [48.6 metric tons] |
| Inventory rating: | 26.7 tons [24.3 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 71.5 |
| Recommended work: | Other structural work, including hydraulic replacements. [38] |
| Estimated cost of work: | $1,915,000 |