Info:Haulover Canal Bridge: Difference between revisions
From Indian River Lagoon Project
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|City=Merritt Island | |City=Merritt Island | ||
|County=Brevard | |County=Brevard | ||
|Coordinates=28.73634, -80.75459 | |Coordinates=28.73634,-80.75459 | ||
|Type=Bascule Double Leaf | |Type=Bascule Double Leaf | ||
|Builder=McCormick and Sons | |Builder=McCormick and Sons | ||
Revision as of 19:12, January 2, 2021
Haulover Canal Bridge | ||||
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| 1964 U.S. Army Corps of Engineers' Bascule double leaf drawbridge crossing Florida SR3 (N Courtney Parkway) over the Haulover Canal in the Merritt Island Wildlife Refuge. Article | ||||
| Waterway: Mosquito Lagoon | Road: SR3 | |||
| City: Merritt Island | County: Brevard | |||
| Type: Bascule Double Leaf | Builder:McCormick and Sons | |||
| DOT: 703004 | H: 27' | Built: 1964 | ||
Location: 28.73634,-80.75459
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| Number | 703004 |
| Route | 00000 |
| Place | |
| County | Brevard |
| Features | HAULOVER CANAL |
| Facility | COURTENAY PARKWAY |
| Location | 8.6 MILES SOUTH OF US 1 |
| Latitude | 28441095 |
| Longitude | 80451679 |
| Service On Roadway | Highway |
| Service Under Roadway | Waterway |
| Owner | NASA |
| Built | 1965 |
| Rebuilt | |
| Lanes | 2 |
| Lane Direction | 2 way |
| Direction | |
| Traffic | 675 |
| Traffic Year | 2016 |
| Future Traffic | |
| Future Traffic Year | |
| Length | 68m |
| Width | 10m |
| Clearance | |
| Kind | Steel |
| Type | Movable - Bascule |
| Deck Type | Open Grating |
| Critical | |
| Inspection Date (mm-yy) | 07-17 |
| Deck | Good |
| Superstructure | Fair |
| Substructure | Satisfactory |
| 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 assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles (Example B) by assessment (i.e.,bridge foundations are on rock formations that have been determined to resist scour within the service life of the bridge), by calculations or by installation of properly designed countermeasures |
