WESTMONT DRIVE over SOUTHERN RAILROAD
Map
Coordinates:
+35.18869, -80.9042635°11'19" N, 80°54'15" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | WESTMONT DRIVE over SOUTHERN RAILROAD |
| Structure number: | 000000001190477 |
| Location: | 0.1MI.N.JCT.GRAHAM PKWY. |
| Purpose: | Carries highway over railroad |
| Route classification: | Local (Urban) [19] |
| Length of largest span: | 49.9 ft. [15.2 m] |
| Total length: | 141.1 ft. [43.0 m] |
| Roadway width between curbs: | 24.0 ft. [7.3 m] |
| Deck width edge-to-edge: | 26.6 ft. [8.1 m] |
| Vertical clearance below bridge: | 21.3 ft. [6.5 m] |
| Skew angle: | 15° |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 1957 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Number of main spans: | 3 |
| Main spans material: | Steel [3] |
| Main spans design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Bituminous [6] |
2010 Inspection
| Status: | Posted for load [P] |
| Average daily traffic: | 3,400 [as of 1993] |
| Truck traffic: | 7% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Good [7 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 38.6 tons [35.1 metric tons] |
| Inventory rating: | 22.8 tons [20.7 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 65.2 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $512,000 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 3,400 [as of 1993] |
| Truck traffic: | 7% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Good [7 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 44.6 tons [40.5 metric tons] |
| Inventory rating: | 26.7 tons [24.3 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 68.8 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $417,000 |
1992 Inspection
| Status: | Posted for load [P] |
| Average daily traffic: | 500 [as of 1988] |
| Truck traffic: | 7% of total traffic |
| Deck condition: | Fair [5 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: | 27.7 tons [25.2 metric tons] |
| Inventory rating: | 13.9 tons [12.6 metric tons] |
| Sufficiency rating: | 52.2 |