Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
None (1) ·
30975 (1) ·
35550 (1) ·
54175 (1) ·
58725 (1) ·
Cocoa (1) ·
Daytona Beach (1) ·
Fort Pierce (1) ·
Haverhill (1) ·
Holly Hill (1) ·
Malabar (1) ·
Melbourne (1) ·
Micco (1) ·
Palm Bay (1) ·
Palm Beach Gardens (1) ·
Palm Shores (1) ·
Port Orange (1) ·
Port St. John (1) ·
Riviera Beach (1) ·
Rockledge (1) ·
South Daytona (1) ·
Valkaria (1) ·
Vero Beach (1) ·
West Palm Beach (1)
'B19 Canal ' (1) ·
'Beamer's Canal ' (1) ·
'Beamer's Ditch ' (1) ·
'Bessey Creek ' (1) ·
'C-133 Canal ' (1) ·
'C-59 Canal ' (1) ·
'Canal ' (1) ·
'Canal 15 ' (1) ·
'Carter's Canal ' (1) ·
'Crane Creek Canal ' (1) ·
'Danforth Creek ' (1) ·
'Deep Creek ' (1) ·
'Drainage Canal ' (1) ·
'DRAINAGE DITCH ' (1) ·
'Eau Gallie River ' (1) ·
'EPB - 10 Canal ' (1) ·
'Goat Creek ' (1) ·
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'Header Canal ' (1) ·
'Horse Creek ' (1) ·
'Indian River ' (1) ·
'Lake Osborne ' (1) ·
'Lateral Canal A ' (1) ·
'Lateral J Canal ' (1) ·
'Little Tomoka River ' (1) ·
'Moore's Creek ' (1) ·
'Moores Creek ' (1) ·
'Nova Canal ' (1) ·
'Pluckebaum Canal ' (1) ·
'Range Line Canal ' (1) ·
'Reed Canal ' (1) ·
'SWA Retention Canal ' (1) ·
'Timothy's Ditch ' (1) ·
'WARNER CREEK ' (1) ·
Canal (1) ·
Zoo Trail (1)
Facility 007:
Number 008:
Location 009:
Latitude 016:
Longitude 017:
1950 (1) ·
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2016 (1)
Traffic 029:
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. (1) ·
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. (1) ·
Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. (1) ·
N/A (1) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (1)
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 (1) ·
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 (1) ·
Bridge foundations determined to be stable for the assessed or calculated scour condition. Scour is determined to be above top of footing by assessment, by calculation or by installation of properly designed countermeasures. (1) ·
Bridge not over waterway. (1)
Future 114:
Showing below up to 58 results in range #1 to #58.
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