Info:Sebastian Inlet Bridge: Difference between revisions
From Indian River Lagoon Project
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|City=Indian River Oaks | |City=Indian River Oaks | ||
|County=Brevard | |County=Brevard | ||
|Coordinates=27.86069, -80.44873 | |Coordinates=27.86069,-80.44873 | ||
|Type=Segmental Span | |Type=Segmental Span | ||
|Builder=Cleary Brothers | |Builder=Cleary Brothers | ||
Revision as of 19:17, January 2, 2021
Sebastian Inlet Bridge | ||||
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| Two lane segmental span bridge carrying A1A from Brevard County across the Sebastian Inlet to Indian River County. The first bridge across the inlet was built in 1964 by Cleary Brothers Construction Company, West Palm Beach, Florida. Article | ||||
| Waterway: Central Indian River | Road: A1A | |||
| City: Indian River Oaks | County: Brevard | |||
| Type: Segmental Span | Builder:Cleary Brothers | |||
| DOT: 880005 | L: 1548' | H: 37' | Built: 1964 | |
Location: 27.86069,-80.44873
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| Number | 880005 |
| Route | 00A1A |
| Place | |
| County | Indian River |
| Features | Sebastian Inlet |
| Facility | SR-A1A |
| Location | 6.2 Miles N of SR-510 |
| Latitude | 27513635 |
| Longitude | 80265430 |
| Service On Roadway | Highway |
| Service Under Roadway | Waterway |
| Owner | FDOT |
| Built | 1964 |
| Rebuilt | |
| Lanes | 2 |
| Lane Direction | 2 way |
| Direction | |
| Traffic | 3023 |
| Traffic Year | 2016 |
| Future Traffic | 5240 |
| Future Traffic Year | 2038 |
| Length | 472m |
| Width | 10m |
| Clearance | |
| Kind | Prestressed concrete |
| Type | Stringer/Multi-beam/Girder |
| Deck Type | Concrete Cast-in-Place |
| Critical | |
| Inspection Date (mm-yy) | 05-17 |
| Deck | Satisfactory |
| Superstructure | Fair |
| Substructure | Fair |
| Channel | 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. |
| Culvert | N/A |
| Scour | Bridge is scour critical; bridge foundations determined to be unstable for assessed or calculated scour conditions: Scour within limits of footing or piles. Scour below spread-footing base or pile tips. |
