LOMBARD STREET over NORFOLK SOUTHERN
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | LOMBARD STREET over NORFOLK SOUTHERN |
| Structure number: | 200000BC4209010 |
| Location: | LOMBARD ST OV NS RR |
| Purpose: | Carries highway and pedestrian walkway over railroad |
| Route classification: | Local (Urban) [19] |
| Length of largest span: | 69.9 ft. [21.3 m] |
| Total length: | 75.1 ft. [22.9 m] |
| Roadway width between curbs: | 44.0 ft. [13.4 m] |
| Deck width edge-to-edge: | 57.7 ft. [17.6 m] |
| Vertical clearance below bridge: | 18.0 ft. [5.5 m] |
| Owner: | City or Municipal Highway Agency [04] |
| Year reconstructed: | 1988 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | M 18 / H 20 [4] |
| Main span material: | Steel [3] |
| Main span design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Concrete Cast-in-Place [1] |
2010 Inspection
| Status: | Open, posting recommended but not legally implemented [B] |
| Average daily traffic: | 8,900 [as of 2007] |
| Truck traffic: | 5% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 52.5 tons [47.7 metric tons] |
| Inventory rating: | 28.7 tons [26.1 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 70.6 |
| Recommended work: | Other structural work, including hydraulic replacements. [38] |
| Estimated cost of work: | $37,000 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 8,041 [as of 1994] |
| Truck traffic: | 5% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 48.5 tons [44.1 metric tons] |
| Inventory rating: | 35.6 tons [32.4 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 74.0 |
| Recommended work: | Other structural work, including hydraulic replacements. [38] |
| Estimated cost of work: | $53,000 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 7,300 [as of 1972] |
| Deck condition: | Very Good [8 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Good [7 out of 9] |
| Scour condition: | Scour calculation/evaluation has not been made. [6] |
| Operating rating: | 85.4 tons [77.6 metric tons] |
| Inventory rating: | 28.5 tons [25.9 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 74.2 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |