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.
'BRANCH OF ICWW ' (1) ·
'CR 712 (Midway Road) ' (1) ·
'CR-712 Midway Road ' (1) ·
'EL RIO CANAL ' (1) ·
'EPB CANAL C-3 ' (1) ·
'INTRACOASTAL WATERWAY ' (1) ·
'ITCWD CANAL 3 ' (1) ·
'Lateral Canal 30 ' (1) ·
'LATERAL CANAL A ' (1) ·
'Little Haw Swamp ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'NORTH FORK ST LUCIE RVR ' (1) ·
'Nova Canal ' (1) ·
'SR-514 ' (1)
'26TH STREET ' (1) ·
'CR-712 (MIDWAY RD)' (1) ·
'CRESTWOOD BLVD. ' (1) ·
'DONALD ROSS RD EB ' (1) ·
'I 95 SR 9 ' (1) ·
'I-95 ' (1) ·
'JUPITER BEACH RD ' (1) ·
'LE CHALET BLVD ' (1) ·
'LINTON BLVD. ' (1) ·
'NB I-95 (S.R. 9) ' (1) ·
'PROSPERITY FARMSRD' (1) ·
'SB I-95 (S.R. 9) ' (1) ·
'SR-5A ' (1) ·
'SW 18TH ST ' (1) ·
'Truck Trail #12 ' (1)
700202 (1) ·
790177 (1) ·
790178 (1) ·
790183 (1) ·
790184 (1) ·
790800 (1) ·
884061 (1) ·
930322 (1) ·
930455 (1) ·
934125 (1) ·
934135 (1) ·
934161 (1) ·
934291 (1) ·
934487 (1) ·
935218 (1) ·
940035 (1) ·
940111 (1) ·
940112 (1)
'0.2MI E OF A1A ' (1) ·
'0.2MI EAST OF US-1 (SR-5)' (1) ·
'0.2MI S OF DONALD ROSS ' (1) ·
'0.3MI W OF OLD DIXIE HWY.' (1) ·
'0.4 Mi. S. of Beville Rd ' (1) ·
'0.8Mi W OF MILITARY TRAIL' (1) ·
'0.8MI WEST OF US-1 ' (1) ·
'1.2MI S OF OKEECHOBEE BL ' (1) ·
'1MI W of US-1 ' (1) ·
'2 miles N of Atlantic Ave' (1) ·
'AT CR-615 - 66TH AVE ' (1) ·
'I-95 - SR-514 ' (1) ·
'I-95 over Midway Road ' (1) ·
'Lake George Conservation ' (1) ·
'SR-5A over Nova Canal ' (1) ·
'SR-5A over Nova Canal ' (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)
N/A (1) ·
Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. (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 18 results in range #1 to #18.
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