Drilldown: bridge data
From Indian River Lagoon Project
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'Banana River Drive ' (1) ·
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'100 ft E of Minton Road ' (1) ·
'10ft. E of Minton Road ' (1) ·
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'2.5 Miles West of CR-509 ' (1) ·
'2.55 Miles East of SR-3 ' (1) ·
'2.9 Mi East of SR-528 ' (1) ·
'50ft. East of Fiske Blvd ' (1) ·
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'SR-405 EB - FECRR ' (1) ·
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'SR-407 NB at SR-528 WB ' (1) ·
'SR-507 NB - Tillman Canal' (1) ·
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'SR-528 EB over CR-515 ' (1) ·
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'SR-528 WB over Pine St. ' (1) ·
'US-1 - Crane Cr & City St' (1) ·
'US-1 over Elbow Creek ' (1) ·
'US-1- Eau Gallie River ' (1) ·
'US-192 WB-St Johns Relief' (1) ·
1.3 Mi. East of CR-507 (1) ·
SR-520 - Indian River Relief (1)
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8000 (1)
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 being eroded. River control devices and/or embankment have major damage. Trees and brush restrict the channel. (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 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 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)
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95 (1)
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