Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
'Banana River ' (1) ·
'Banana River Drive ' (1) ·
'Banana River Relief ' (1) ·
'Banana River Relief West' (1) ·
'Barge Canal ' (1) ·
'Canal ' (1) ·
'COLLIER CREEK ' (1) ·
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'ELKCAM WATERWAY ' (1) ·
'Indian River ' (1) ·
'Nav. Banana River Canal ' (1) ·
'SR-3 ' (1) ·
'St. Sebastian River ' (1) ·
'Sykes Creek ' (1)
'BARBER STREET ' (1) ·
'ENGLAR DRIVE ' (1) ·
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'Girard Blvd. ' (1) ·
'Patti Drive ' (1) ·
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'Sebastian Blvd EB ' (1) ·
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'.8 Mile North of SR-520 ' (1) ·
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'0.9MI W OF SCHUMANN RD ' (1) ·
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'150FT N OF JOYHAVEN DR ' (1) ·
'15ft. N of Pine Island Dr' (1) ·
'2.55 Miles East of SR-3 ' (1) ·
'2.8 MI East of I-95 ' (1) ·
'2.85 Miles East of SR-3 ' (1) ·
'SR-3 NB over Barge Canal ' (1) ·
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'SR-520 - Banana River ' (1) ·
'SR-520 - Sykes Creek ' (1) ·
'SR-528 EB - Indian River ' (1) ·
'SR-528 EB over SR-3 ' (1) ·
'SR-528 WB - Indian River ' (1) ·
'SR-528 WB over SR-3 ' (1)
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80440519 (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 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 24 results in range #1 to #24.
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