Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
'6th Avenue South ' (1) ·
'Banana River ' (1) ·
'Belvedere Road ' (1) ·
'DANFORTH CREEK ' (1) ·
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'George King Blvd ' (1) ·
'HAULOVER CANAL ' (1) ·
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George King Blvd (1) ·
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NASA CAUSEWAY EB (1) ·
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SR-A1A SB (1)
700210 (1) ·
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940096 (1)
'.2mi East of US-27 ' (1) ·
'0.1 MILE NORTH OF SR-714 ' (1) ·
'0.1Mi W of Marsh Road ' (1) ·
'0.3 Mile West of SR-513 ' (1) ·
'1 mile North of SR 80 ' (1) ·
'1.3mi South of 10th Ave N' (1) ·
'8.6 MILES SOUTH OF US 1 ' (1) ·
'At East Canal St. ' (1) ·
'Between SRA1A&SR80 Cswys.' (1) ·
'Just North of SR70 on I95' (1) ·
'SR-A1A - George King Blvd' (1) ·
'US-1 NB - FECRR ' (1) ·
'US-1 SB over FECRR ' (1) ·
KENNEDY SPACE CENTER (1) ·
SR-A1A SB- George King (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 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) ·
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 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 17 results in range #1 to #17.
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