RTE 270 over ERIE CANAL
Map
Coordinates:
+43.06982, -78.7707943°04'11" N, 78°46'15" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | RTE 270 over ERIE CANAL |
| Structure number: | 000000004044050 |
| Location: | JCT RTE 270 + BARGE CANAL |
| Purpose: | Carries highway and pedestrian walkway over waterway |
| Route classification: | Minor Arterial (Urban) [16] |
| Length of largest span: | 305.1 ft. [93.0 m] |
| Total length: | 312.0 ft. [95.1 m] |
| Roadway width between curbs: | 33.5 ft. [10.2 m] |
| Deck width edge-to-edge: | 36.7 ft. [11.2 m] |
| Vertical clearance above deck: | 16.4 ft. [5.0 m] |
| Vertical clearance below bridge: | 18.7 ft. [5.7 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 2009 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 22.5 / HS 25 [9] |
| Main span material: | Steel [3] |
| Main span design: | Truss - Thru [10] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 6,593 [as of 2009] |
| Truck traffic: | 5% of total traffic |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Inventory rating: | 44.9 tons [40.8 metric tons] |
| Sufficiency rating: | 90.2 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 6,902 [as of 1998] |
| Truck traffic: | 5% of total traffic |
| Deck condition: | Poor [4 out of 9] |
| Superstructure condition: | Poor [4 out of 9] |
| Substructure condition: | Fair [5 out of 9] |
| Channel protection: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Operating rating: | 59.8 tons [54.4 metric tons] |
| Inventory rating: | 35.9 tons [32.6 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 42.9 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $1,613,000 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 7,581 [as of 1990] |
| Truck traffic: | 5% of total traffic |
| Deck condition: | Poor [4 out of 9] |
| Superstructure condition: | Poor [4 out of 9] |
| Substructure condition: | Fair [5 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: | 51.5 tons [46.8 metric tons] |
| Inventory rating: | 31.7 tons [28.8 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 38.9 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $661,000 |