Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
'Babcock Street ' (1) ·
'Banana River Drive' (1) ·
'Entrnce Rd to FDOT' (1) ·
'Fay Blvd. ' (1) ·
'Girard Blvd. ' (1) ·
'Malabar Rd ' (1) ·
'Minton Rd. ' (1) ·
'Minton Road CR-509' (1) ·
'Palm Bay Library ' (1) ·
'Patti Drive ' (1) ·
'Richland Ave ' (1) ·
'Sea Ray Drive ' (1) ·
'Sykes Creek Pkwy ' (1) ·
'Wilden Road ' (1)
704004 (1) ·
704011 (1) ·
704013 (1) ·
704016 (1) ·
704017 (1) ·
704019 (1) ·
704042 (1) ·
704063 (1) ·
704075 (1) ·
704085 (1) ·
704086 (1) ·
704143 (1) ·
704144 (1) ·
704154 (1) ·
704161 (1) ·
704256 (1)
'.05 mi N of Indian Rvr Co' (1) ·
'.15 mi W of Fleming Grant' (1) ·
'.8 Mile North of SR-520 ' (1) ·
'0.1 mi W of Banana Rvr Dr' (1) ·
'0.1 mi W of Fleming Grant' (1) ·
'0.3 Mile West of SR-513 ' (1) ·
'0.4 mile East of SR-3 ' (1) ·
'1.9mi W of N Banana Ri Dr' (1) ·
'10ft. E of Minton Road ' (1) ·
'15ft. N of Pine Island Dr' (1) ·
'2.4 mi S of SR-9 ' (1) ·
'2.5 Miles West of CR-509 ' (1) ·
'50ft. East of Fiske Blvd ' (1) ·
'8 mi South of Malabar Rd ' (1) ·
'Fay Blvd. - I-95 ' (1) ·
'Minton Road-I-95 ' (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) ·
Bridge closed because of channel failure. Corrective action may put back in light service. (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 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 16 results in range #1 to #16.
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