Info:Wabasso Bridge: Difference between revisions
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|Name=Wabasso Bridge | |Name=Wabasso Bridge | ||
|Road=SR510 | |Road=SR510 | ||
|Water=Indian River | |Water=Central Indian River | ||
|City=Wabasso | |City=Wabasso | ||
|County=Indian River | |County=Indian River | ||
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|Posted=20191203154329 | |Posted=20191203154329 | ||
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{{Bridge_Data_Query|where=Number_008|like=880053 }} | |||
Revision as of 14:27, November 18, 2020
Wabasso Bridge | ||||
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| Wabasso Bridge is a two-lane concrete bridge spanning SR510 over the Indian River and Intracoastal Waterway in Indian River County, Florida. Article | ||||
| Waterway: Central Indian River | Road: SR510 | |||
| City: Wabasso | County: Indian River | |||
| Type: Concrete High Span | Builder:Scott Construction | |||
| DOT: 880053 | L: 1689.4' | H: 62.3' | Built: 1970 | |
Location: 27.75975, -80.41797
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| Number | 880053 |
| Route | 00510 |
| Place | 74625 |
| County | Indian River |
| Features | Intracoastal Waterway |
| Facility | SR-510(Wabasso Rd) |
| Location | 1.4MI E OF US-1 |
| Latitude | 27453510 |
| Longitude | 80250470 |
| Service On Roadway | Highway |
| Service Under Roadway | Waterway |
| Owner | FDOT |
| Built | 1970 |
| Rebuilt | |
| Lanes | 2 |
| Lane Direction | 2 way |
| Direction | |
| Traffic | 13300 |
| Traffic Year | 2016 |
| Future Traffic | 23076 |
| Future Traffic Year | 2038 |
| Length | 515m |
| Width | 11m |
| Clearance | |
| Kind | Prestressed concrete |
| Type | Stringer/Multi-beam/Girder |
| Deck Type | Concrete Cast-in-Place |
| Critical | |
| Inspection Date (mm-yy) | 12-17 |
| Deck | Satisfactory |
| Superstructure | Good |
| Substructure | Good |
| Channel | 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. |
| Culvert | N/A |
| Scour | Bridge foundations determined to be stable for the assessed or calculated scour condition. Scour is determined to be above top of footing (Example A) by assessment (i.e., bridge foundations are on rock formations that have been determined to resist scour within the service life of the bridge4), by calculation or by installation of properly designed countermeasures |
