Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
'11th St. Canal ' (1) ·
'Canal ' (1) ·
'City St. & Crane Creek ' (1) ·
'Drainage Canal ' (1) ·
'Eau Gallie River ' (1) ·
'Elbow Creek ' (1) ·
'FECRR ' (1) ·
'Goat Creek ' (1) ·
'NORTH FORK ST LUCIE RVR ' (1) ·
'Palm Beach Canal C-51 ' (1) ·
'Reed Canal ' (1) ·
'Rose Bay ' (1) ·
'SR 91 TPK ' (1) ·
'Tomoka River ' (1) ·
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Sebastian River (1)
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'.5mi East US1 Lakeworth ' (1) ·
'1MI W of US-1 ' (1) ·
'2.6 MI S OF FT PIER INTCH' (1) ·
'4.3 mi S of Wltr Brdmn Ln' (1) ·
'4.5 mi S of Wltr Brdmn Ln' (1) ·
'US-1 - Crane Cr & City St' (1) ·
'US-1 - FECRR ' (1) ·
'US-1 NB - FECRR ' (1) ·
'US-1 NB - Tomoka River ' (1) ·
'US-1 NB - Turnbull Creek ' (1) ·
'US-1 NB over Goat Creek ' (1) ·
'US-1 NB over Rose Bay ' (1) ·
'US-1 over 11th Canal ' (1) ·
'US-1 over Elbow Creek ' (1) ·
'US-1 over Reed Canal ' (1) ·
'US-1 over Turkey Creek ' (1) ·
'US-1 SB - Tomoka River ' (1) ·
'US-1 SB - Turnbull Creek ' (1) ·
'US-1 SB over FECRR ' (1) ·
'US-1 SB over Goat Creek ' (1) ·
'US-1 SB over Rose Bay ' (1) ·
'US-1- Eau Gallie River ' (1) ·
US-1 over Sebastian River (1)
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81055781 (1) ·
81060905 (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 assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles by assessment, 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 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. (1) ·
Bridge not over waterway. (1) ·
Bridge with "unknown" foundation that has not been evaluated for scour. Until risk can be determined, a plan of action should be developed and implemented to reduce the risk to users from abridge failure during and immediately after a flood event. (1)
Showing below up to 23 results in range #1 to #23.
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