OMEGA 145 over OMEGA / SW BR VRMLN RVR
Map
Coordinates:
+41.06333, -82.5050041°03'48" N, 82°30'18" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | OMEGA 145 over OMEGA / SW BR VRMLN RVR |
| Structure number: | 3948315 |
| Location: | 0.4 MI E OF ROME GRNWCH |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 81.0 ft. [24.7 m] |
| Total length: | 84.0 ft. [25.6 m] |
| Roadway width between curbs: | 15.4 ft. [4.7 m] |
| Deck width edge-to-edge: | 18.4 ft. [5.6 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 1910 |
| Year reconstructed: | 1989 |
| 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: | Truss - Thru [10] |
| Deck type: | Wood or Timber [8] |
| Wearing surface: | Gravel [8] |
2010 Inspection
| Status: | Posted for load [P] |
| Average daily traffic: | 78 [as of 1989] |
| Deck condition: | Fair [5 out of 9] |
| Superstructure condition: | Poor [4 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Channel protection: | Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
| Scour condition: | Countermeasures have been installed to mitigate an existing problem with scour. [7] |
| Operating rating: | 35.6 tons [32.4 metric tons] |
| Inventory rating: | 25.7 tons [23.4 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 48.1 |
2000 Inspection
| Status: | Open, posting recommended but not legally implemented [B] |
| Average daily traffic: | 78 [as of 1989] |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Channel protection: | Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
| Scour condition: | Scour calculation/evaluation has not been made. [6] |
| Operating rating: | 25.7 tons [23.4 metric tons] |
| Inventory rating: | 18.8 tons [17.1 metric tons] |
| Sufficiency rating: | 64.5 |
1992 Inspection
| Status: | Posted for load [P] |
| Average daily traffic: | 90 [as of 1975] |
| Deck condition: | Very Good [8 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Good [7 out of 9] |
| Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
| Scour condition: | Scour calculation/evaluation has not been made. [6] |
| Operating rating: | 21.8 tons [19.8 metric tons] |
| Inventory rating: | 18.8 tons [17.1 metric tons] |
| Sufficiency rating: | 62.1 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $61,000 |