Drilldown: bridge data
From Indian River Lagoon Project
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'0.03Mi E of CYPRESS WAY ' (1) ·
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'0.8 Mile West of Nova Rd ' (1) ·
'100FT E OF SOUTH LAKE DR ' (1) ·
'100FT N ANGLE RD CR-607A ' (1) ·
'150 FT E of SW 10TH ST ' (1) ·
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'200FT N of NW 22ND STR ' (1) ·
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'33FT E OF CR-611 43RD AVE' (1) ·
'50ft. East of Fiske Blvd ' (1) ·
'8.3 miles East of SR-415 ' (1) ·
'8.6 MILES SOUTH OF US 1 ' (1) ·
'ADJ TO CR-607A ANGLE RD ' (1) ·
'AT 4TH STREET ' (1) ·
'AT CR-615 (66TH AVE.) ' (1) ·
'INSIDE RIVERSIDE PARK ' (1) ·
'US-92 WB-Tomoka River ' (1)
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960 (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)
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 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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