Drilldown: bridge data
From Indian River Lagoon Project
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None (1) ·
26625 (1) ·
45775 (1) ·
55385 (1) ·
58725 (1) ·
77275 (1) ·
Cocoa (1) ·
Daytona Beach (1) ·
DeLand (1) ·
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North Palm Beach village (1) ·
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'Beamer's Canal ' (1) ·
'Beamer's Ditch ' (1) ·
'BIG MUD CREEK ' (1) ·
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'C-15 CANAL ' (1) ·
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'Canal 15 ' (1) ·
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'Carter's Canal ' (1) ·
'CR 702 45th Street ' (1) ·
'CR 782 Linton Blvd ' (1) ·
'Crane Creek Canal ' (1) ·
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'DRAINAGE DITCH ' (1) ·
'Eau-Gallie River ' (1) ·
'FECRR ' (1) ·
'Indian River ' (1) ·
'L.W.D.D. #9 ' (1) ·
'Lake Dias Creek ' (1) ·
'LATERAL CANAL A ' (1) ·
'MONTERREY WATERWAY ' (1) ·
'Moore's Creek ' (1) ·
'Navy Canal ' (1) ·
'Nova Canal ' (1) ·
'POPPOLTON CREEK ' (1) ·
'SR 91 TPK ' (1) ·
'SR-513 ' (1) ·
'SR-806 Atlantic Ave ' (1) ·
'Trib to Groover Creek ' (1) ·
'TRIBUTARY OF MANATEE CRE' (1) ·
'TRIBUTARY OF MANATEE CRK' (1) ·
Brushy Canal (1) ·
Canal (1) ·
Palm Canal (1)
Facility 007:
Number 008:
Location 009:
Latitude 016:
Longitude 017:
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2011 (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)
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 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 55 results in range #1 to #55.
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