Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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Use the filters below to narrow your results.
'Banana River ' (1) ·
'Banana River Relief ' (1) ·
'Banana River Relief West' (1) ·
'Barge Canal ' (1) ·
'C-51 Canal ' (1) ·
'Canal ' (1) ·
'DRAINAGE CANAL ' (1) ·
'Indian River ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD L-5 CANAL ' (1) ·
'Nav. Banana River Canal ' (1) ·
'SR-3 ' (1) ·
'Sykes Creek ' (1) ·
'US 98-SR 80-WPB Canal ' (1)
'BELVEDERE RD EB ' (1) ·
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'Girard Blvd. ' (1) ·
'Haverhill Rd ' (1) ·
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'SR-528 ' (1) ·
'SR-528 EB ' (1) ·
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'SR-91TPK NBSB 97.4' (1) ·
'SR91SB ON/OFF 98.0' (1) ·
'Sykes Creek Pkwy ' (1)
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'.8 Mile North of SR-520 ' (1) ·
'0.1 mi W of Banana Rvr Dr' (1) ·
'0.3MI S OF PIONEER RD ' (1) ·
'0.4 mile East of SR-3 ' (1) ·
'15ft. N of Pine Island Dr' (1) ·
'1MI W OF SR 809 ' (1) ·
'2.85 Miles East of SR-3 ' (1) ·
'4.3 MI NORTH OF SR-802 ' (1) ·
'500' N OF SR-80 (S.BLVD) ' (1) ·
'S of Southrn/Haverhll Int' (1) ·
'SR-3 NB over Barge Canal ' (1) ·
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'SR-404 EB-Banana Riv Rel ' (1) ·
'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)
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) ·
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)
Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. (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 21 results in range #1 to #21.
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