Atlantic Isle over Ocean Canal
Map
Coordinates:
+25.92722, -80.1261125°55'38" N, 80°07'34" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | Atlantic Isle over Ocean Canal |
| Structure number: | 874218 |
| Location: | 1/4 mile West of A1A |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Urban) [19] |
| Length of largest span: | 41.0 ft. [12.5 m] |
| Total length: | 41.0 ft. [12.5 m] |
| Roadway width between curbs: | 9.8 ft. [3.0 m] |
| Deck width edge-to-edge: | 20.3 ft. [6.2 m] |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 1925 |
| Historic significance: | Bridge is possibly eligible for the National Register of Historic Places [3] |
| Design load: | MS 18 / HS 20 [5] |
| Main span material: | Concrete [1] |
| Main span design: | Arch - Deck [11] |
| Deck type: | Not applicable [N] |
| Wearing surface: | Bituminous [6] |
2010 Inspection
| Status: | Posted for load [P] |
| Average daily traffic: | 109 [as of 2004] |
| 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] |
| Pier/abutment protection: | Navigation protection not required [1] |
| Scour condition: | Bridge with "unknown" foundation that has not been evaluated for scour. [U] |
| Operating rating: | 5.2 tons [4.7 metric tons] |
| Inventory rating: | 3.7 tons [3.4 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 20.8 |
| Estimated cost of work: | $71,000 |
2000 Inspection
| Status: | Posted for load [P] |
| Average daily traffic: | 109 [as of 1999] |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Good [7 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] |
| Pier/abutment protection: | Navigation protection not required [1] |
| Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
| Operating rating: | 11.6 tons [10.5 metric tons] |
| Inventory rating: | 10.6 tons [9.6 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 49.5 |
| Estimated cost of work: | $71,000 |
1992 Inspection
| Status: | Posted for load [P] |
| Average daily traffic: | 275 [as of 1991] |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Fair [5 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] |
| Pier/abutment protection: | Navigation protection not required [1] |
| Scour condition: | Scour calculation/evaluation has not been made. [6] |
| Operating rating: | 11.9 tons [10.8 metric tons] |
| Inventory rating: | 10.9 tons [9.9 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 35.2 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $40,000 |