Wilson Road over NS Railway
Map
Coordinates:
+37.70323, -78.8706237°42'12" N, 78°52'14" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | Wilson Road over NS Railway |
| Structure number: | 000000000012538 |
| Location: | 2.30-Rt.655/0.50-Rt.650 |
| Purpose: | Carries highway over railroad |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 100.1 ft. [30.5 m] |
| Total length: | 138.1 ft. [42.1 m] |
| Roadway width between curbs: | 12.5 ft. [3.8 m] |
| Deck width edge-to-edge: | 15.1 ft. [4.6 m] |
| Vertical clearance above deck: | 19.0 ft. [5.8 m] |
| Vertical clearance below bridge: | 26.6 ft. [8.1 m] |
| Owner: | Railroad [27] |
| Year built: | 1882 |
| Historic significance: | Bridge is on the National Register of Historic Places [1] |
| Design load: | M 9 / H 10 [1] |
| Main span material: | Steel [3] |
| Main span design: | Truss - Thru [10] |
| Deck type: | Wood or Timber [8] |
2010 Inspection
| Status: | Posted for load [P] |
| Average daily traffic: | 44 [as of 2008] |
| Deck condition: | Poor [4 out of 9] |
| Superstructure condition: | Poor [4 out of 9] |
| Substructure condition: | Poor [4 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 29.7 tons [27.0 metric tons] |
| Inventory rating: | 21.8 tons [19.8 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 38.4 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $1,380,000 |
2000 Inspection
| Status: | Posted for load [P] |
| Average daily traffic: | 56 [as of 1994] |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Poor [4 out of 9] |
| Substructure condition: | Poor [4 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 29.7 tons [27.0 metric tons] |
| Inventory rating: | 21.8 tons [19.8 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 37.3 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $316,000 |
1992 Inspection
| Status: | Posted for load [P] |
| Average daily traffic: | 59 [as of 1986] |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Serious [3 out of 9] |
| Substructure condition: | Serious [3 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 21.0 tons [19.1 metric tons] |
| Inventory rating: | 14.9 tons [13.5 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 19.5 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $190,000 |