Elkton Farm Rd 666 over NS Railway
Map
Coordinates:
+37.36424, -79.2992737°21'51" N, 79°17'57" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | Elkton Farm Rd 666 over NS Railway |
| Structure number: | 000000000002780 |
| Location: | 3.25 Rt 622; 0.25 Rt 221 |
| Purpose: | Carries highway over railroad |
| Route classification: | Local (Urban) [19] |
| Length of largest span: | 36.1 ft. [11.0 m] |
| Total length: | 90.9 ft. [27.7 m] |
| Roadway width between curbs: | 11.2 ft. [3.4 m] |
| Deck width edge-to-edge: | 12.1 ft. [3.7 m] |
| Vertical clearance below bridge: | 21.3 ft. [6.5 m] |
| Owner: | Railroad [27] |
| Year built: | 1932 |
| 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: | Girder and floorbeam system [03] |
| Deck type: | Wood or Timber [8] |
2010 Inspection
| Status: | Posted for load [P] |
| Average daily traffic: | 756 [as of 2007] |
| 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: | 7.9 tons [7.2 metric tons] |
| Inventory rating: | 4.0 tons [3.6 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 9.5 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $925,000 |
2000 Inspection
| Status: | Posted for load [P] |
| Average daily traffic: | 675 [as of 1998] |
| Truck traffic: | 1% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Poor [4 out of 9] |
| Substructure condition: | Poor [4 out of 9] |
| Channel protection: | Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 28.7 tons [26.1 metric tons] |
| Inventory rating: | 19.8 tons [18.0 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 30.4 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $512,000 |
1992 Inspection
| Status: | Posted for load [P] |
| Average daily traffic: | 398 [as of 1986] |
| Truck traffic: | 2% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Poor [4 out of 9] |
| Substructure condition: | Fair [5 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 18.6 tons [16.9 metric tons] |
| Inventory rating: | 13.6 tons [12.4 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 24.5 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $120,000 |