Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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12113 (1) ·
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18739 (1) ·
18749 (1)
'Alamana Canal ' (1) ·
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'CR709 GLADES RD & FEC RR' (1) ·
'Deep Creek ' (1) ·
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'FELLSMERE CANAL ' (1) ·
'I 95 SR 9 ' (1) ·
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'I-95 ' (1) ·
'I-95 (SR 9) ' (1) ·
'Little Haw Creek ' (1) ·
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'OKEECHOBEE BLVD ' (1) ·
'ORANGE CANAL ' (1) ·
'Raulerson Canal ' (1) ·
'RIM DITCH CANAL C-24 ' (1) ·
'SR-76 & St. Lucie Canal ' (1) ·
'St Johns River ' (1) ·
'St Johns River Relief ' (1) ·
'St. Johns River ' (1) ·
'Sykes Creek ' (1) ·
'Turkey Creek ' (1) ·
Six Mile Creek (1)
'AUSTRALIAN AVE NB ' (1) ·
'Briar Creek Blvd. ' (1) ·
'Cassadaga Road ' (1) ·
'COUNTY RD 507 ' (1) ·
'CR 76A ' (1) ·
'CR-726 CITRUS BLVD' (1) ·
'Hood Road ' (1) ·
'PALOMINO DRIVE ' (1) ·
'S Williamson Blvd ' (1) ·
'Sea Ray Drive ' (1) ·
'SR-40 ' (1) ·
'SR-405 EB ' (1) ·
'SR-405 WB ' (1) ·
'SR-415 ' (1) ·
'SR-46 ' (1) ·
'SR-520 WB ' (1) ·
'SR-700 ' (1) ·
'SR-91 NB TPK 150.7' (1) ·
'SR91 NB TPK 142.2 ' (1) ·
'SR91 SB TPK 150.7 ' (1) ·
'Sykes Creek Pkwy ' (1) ·
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SR-46 (1)
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940951 (1)
'.8 Mile North of SR-520 ' (1) ·
'0.37MI N OF SR-712 ' (1) ·
'0.5MI EAST OF I-95 ' (1) ·
'0.6 mi S of Pt Malabar Bl' (1) ·
'0.8MI N OF LAKEWORTH BLVD' (1) ·
'1.2MI S PORT ST LUCIE RMP' (1) ·
'1.5 mile North of SR 786 ' (1) ·
'1.9mi W of N Banana Ri Dr' (1) ·
'2.6 MI SOUTH OF SR-70 ' (1) ·
'3Mi. S of CR-717 ' (1) ·
'4.2MI N OF CR-512 ' (1) ·
'5.8Mi. E of SR-710 ' (1) ·
'Cassadaga Road over I-4 ' (1) ·
'CR 76A over I-95 ' (1) ·
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'SR-40 - Little Haw Creek ' (1) ·
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'SR-415 - Alamana Canal ' (1) ·
'SR-415 - St Johns Relief ' (1) ·
'SR-415 - St. Johns River ' (1) ·
'SR-46 - Cabbage Slough ' (1) ·
'SR-46 - St. Johns Riv. R ' (1) ·
'SR-520 WB -St Johns River' (1) ·
'US-17 over Deep Creek ' (1) ·
'US-441 and SR-76 ' (1) ·
SR-46 over Six Mile Cr (1)
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81232561 (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 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 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 28 results in range #1 to #28.