TOWN BRIDGE ROAD over FARMINGTON RIVER
Map
Coordinates:
+41.82667, -72.9283341°49'36" N, 72°55'42" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | TOWN BRIDGE ROAD over FARMINGTON RIVER |
| Structure number: | 05222 |
| Location: | 0.1 MI WEST OF ROUTE 179 |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 160.1 ft. [48.8 m] |
| Total length: | 171.9 ft. [52.4 m] |
| Roadway width between curbs: | 14.4 ft. [4.4 m] |
| Deck width edge-to-edge: | 16.1 ft. [4.9 m] |
| Vertical clearance above deck: | 12.5 ft. [3.8 m] |
| Owner: | Town or Township Highway Agency [03] |
| Year built: | 1895 |
| Year reconstructed: | 1989 |
| Historic significance: | Bridge is on the National Register of Historic Places [1] |
| Main span material: | Steel [3] |
| Main span design: | Truss - Thru [10] |
| Deck type: | Corrugated Steel [6] |
| Wearing surface: | Bituminous [6] |
2010 Inspection
| Status: | Posted for load [P] |
| Average daily traffic: | 200 [as of 2008] |
| Truck traffic: | 5% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Serious [3 out of 9] |
| Substructure condition: | Satisfactory [6 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: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Operating rating: | 16.8 tons [15.3 metric tons] |
| Inventory rating: | 9.9 tons [9.0 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 14.4 |
| Recommended work: | Other structural work, including hydraulic replacements. [38] |
| Estimated cost of work: | $2,000 |
2000 Inspection
| Status: | Posted for load [P] |
| Average daily traffic: | 50 [as of 1992] |
| Truck traffic: | 7% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Satisfactory [6 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: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Operating rating: | 29.7 tons [27.0 metric tons] |
| Inventory rating: | 17.8 tons [16.2 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 47.8 |
| Recommended work: | Other structural work, including hydraulic replacements. [38] |
| Estimated cost of work: | $2,000 |
1992 Inspection
| Status: | Posted for load [P] |
| Average daily traffic: | 50 [as of 1979] |
| Truck traffic: | 1% of total traffic |
| Deck condition: | Very Good [8 out of 9] |
| Superstructure condition: | Fair [5 out of 9] |
| Substructure condition: | Satisfactory [6 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: | 29.7 tons [27.0 metric tons] |
| Inventory rating: | 17.8 tons [16.2 metric tons] |
| Sufficiency rating: | 42.8 |