BUTTS ROAD over ERIE CANAL
Map
Coordinates:
+43.24873, -78.1660043°14'55" N, 78°09'58" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | BUTTS ROAD over ERIE CANAL |
| Structure number: | 000000004445100 |
| Location: | 1.4 MI E JCT BRG C & SH98 |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Urban) [19] |
| Length of largest span: | 150.9 ft. [46.0 m] |
| Total length: | 188.7 ft. [57.5 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: | 13.8 ft. [4.2 m] |
| Vertical clearance below bridge: | 15.7 ft. [4.8 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 1912 |
| Year reconstructed: | 2004 |
| Historic significance: | Historical significance is not determinable at this time [4] |
| Main span material: | Steel [3] |
| Main span design: | Truss - Thru [10] |
| Deck type: | Not applicable [N] |
| Wearing surface: | Integral Concrete (separate non-modified layer of concrete added to structural deck) [2] |
2010 Inspection
| Status: | Posted for load [P] |
| Average daily traffic: | 1,047 [as of 2009] |
| Truck traffic: | 2% of total traffic |
| Deck condition: | Very Good [8 out of 9] |
| Superstructure condition: | Fair [5 out of 9] |
| Substructure condition: | Very Good [8 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] |
| Pier/abutment protection: | Navigation protection not required [1] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Operating rating: | 30.9 tons [28.1 metric tons] |
| Inventory rating: | 15.0 tons [13.6 metric tons] |
| Sufficiency rating: | 38.3 |
| Recommended work: | Widening of existing bridge with deck rehabilitation or replacement. [34] |
| Estimated cost of work: | $1,138,000 |
2000 Inspection
| Status: | Posted for load [P] |
| Average daily traffic: | 1,045 [as of 1997] |
| Truck traffic: | 2% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Serious [3 out of 9] |
| Substructure condition: | Serious [3 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: | Navigation protection not required [1] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Operating rating: | 22.9 tons [20.8 metric tons] |
| Inventory rating: | 14.0 tons [12.7 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 16.6 |
| Recommended work: | Replacement of bridge or other structure because of relocation of road. [32] |
| Estimated cost of work: | $2,320,000 |
1992 Inspection
| Status: | Posted for load [P] |
| Average daily traffic: | 960 [as of 1980] |
| Truck traffic: | 10% of total traffic |
| Deck condition: | Fair [5 out of 9] |
| Superstructure condition: | Serious [3 out of 9] |
| Substructure condition: | Serious [3 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] |
| Pier/abutment protection: | Navigation protection not required [1] |
| Scour condition: | Scour calculation/evaluation has not been made. [6] |
| Operating rating: | 18.8 tons [17.1 metric tons] |
| Inventory rating: | 12.9 tons [11.7 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 13.9 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $1,776,000 |