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BEE BEE BRIDGE RD over OLD ERIE CANAL
Map
Coordinates:
+43.07550, -75.78496
43°04'32" N, 75°47'06" W
+43.07550, -75.78496
43°04'32" N, 75°47'06" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | BEE BEE BRIDGE RD over OLD ERIE CANAL |
| Structure number: | 000000004424130 |
| Location: | AT CANASTOTA |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 19.7 ft. [6.0 m] |
| Total length: | 21.0 ft. [6.4 m] |
| Roadway width between curbs: | 20.0 ft. [6.1 m] |
| Deck width edge-to-edge: | 22.6 ft. [6.9 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 1927 |
| Historic significance: | Historical significance is not determinable at this time [4] |
| Main span material: | Concrete [1] |
| Main span design: | Slab [01] |
| Deck type: | Not applicable [N] |
| Wearing surface: | Bituminous [6] |
Latest Available Inspection: November 2018
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 316 [as of 2016] |
| Truck traffic: | 5% of total traffic |
| Deck condition: | Fair [5 out of 9] |
| Superstructure condition: | Fair [5 out of 9] |
| Substructure condition: | Fair [5 out of 9] |
| Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
| Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
| Water adequacy appraisal: | Equal to present minimum criteria [6] |
| Roadway alignment appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
| 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] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 67.9 |
| Recommended work: | Widening of existing bridge with deck rehabilitation or replacement. [34] |
| Estimated cost of work: | $239,000 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| November 2018 | Fair | Fair | Fair | Fair | 316 | 67.9 |
| November 2016 | Fair | Fair | Fair | Fair | 320 | 67.9 |
| November 2014 | Fair | Fair | Fair | Fair | 367 | 67.9 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
| Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
|---|---|---|---|---|---|---|
| Substructure | ||||||
| Reinforced Concrete Abutment | linear ft. | 50 | 27 | 23 | 0 | 0 |
| Masonry Abutment | linear ft. | 24 | 0 | 24 | 0 | 0 |
| Bridge Rail | ||||||
| Steel or Aluminum Bridge Rail | linear ft. | 46 | 46 | 0 | 0 | 0 |
| Steel Protective Coating | sq. ft. | 184 | 184 | 0 | 0 | 0 |
| Reinforced Concrete Bridge Rail | linear ft. | 46 | 46 | 0 | 0 | 0 |
| Deck | ||||||
| Reinforced Concrete Slab | sq. ft. | 521 | 209 | 260 | 52 | 0 |
| Wearing Surfaces | sq. ft. | 460 | 460 | 0 | 0 | 0 |
© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1692362
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1692362