ROUTE 27 over TOWNSEND GUT/ATLANTIC O
Map
Coordinates:
+43.84250, -69.6541743°50'33" N, 69°39'15" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | ROUTE 27 over TOWNSEND GUT/ATLANTIC O |
| Structure number: | 2789 |
| Location: | 0.1 MI N OF JCT RTE 238 |
| Purpose: | Carries highway and pedestrian walkway over waterway |
| Route classification: | Major Collector (Rural) [07] |
| Length of largest span: | 88.9 ft. [27.1 m] |
| Total length: | 374.0 ft. [114.0 m] |
| Roadway width between curbs: | 22.0 ft. [6.7 m] |
| Deck width edge-to-edge: | 23.0 ft. [7.0 m] |
| Vertical clearance above deck: | 15.1 ft. [4.6 m] |
| Vertical clearance below bridge: | 5.9 ft. [1.8 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 1939 |
| Year reconstructed: | 1987 |
| Historic significance: | Bridge is eligible for the National Register of Historic Places [2] |
| Design load: | M 18 / H 20 [4] |
| Number of main spans: | 2 |
| Main spans material: | Steel continuous [4] |
| Main spans design: | Movable - Swing [17] |
| Deck type: | Open Grating [3] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 3,054 [as of 2009] |
| Truck traffic: | 8% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
| Pier/abutment protection: | In place and functioning [2] |
| Scour condition: | Bridge over "tidal" waters that has not been evaluated for scour, but considered low risk. [T] |
| Operating rating: | 36.0 tons [32.7 metric tons] |
| Inventory rating: | 25.0 tons [22.7 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 44.2 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $5,409,000 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 2,639 [as of 1999] |
| Truck traffic: | 9% of total traffic |
| 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 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] |
| Pier/abutment protection: | In place and functioning [2] |
| Scour condition: | Bridge over "tidal" waters that has not been evaluated for scour, but considered low risk. [T] |
| Operating rating: | 35.6 tons [32.4 metric tons] |
| Inventory rating: | 24.8 tons [22.5 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 42.9 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $4,205,000 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 3,370 [as of 1991] |
| Truck traffic: | 9% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Satisfactory [6 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: | 38.4 tons [34.9 metric tons] |
| Inventory rating: | 26.0 tons [23.6 metric tons] |
| Sufficiency rating: | 50.4 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $3,208,000 |