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.
'ATLANTIS WATERWAY ' (1) ·
'CANAL ' (1) ·
'CANAL C-24 ' (1) ·
'Crane Creek ' (1) ·
'E-4 CANAL ' (1) ·
'EL RIO (E-4) CANAL ' (1) ·
'Hillsboro Canal ' (1) ·
'LATERAL E DRAIN CANAL ' (1) ·
'LWDD LAT 8 CANAL ' (1) ·
'PARK LATERAL CANAL ' (1) ·
'RELIEF CANAL ' (1) ·
'Seaboard Coastline RR ' (1) ·
'Tide Relief Canal ' (1) ·
'US-17/92 ' (1)
'109TH STREET ' (1) ·
'27TH STREET ' (1) ·
'ALLAMANDA BLVD. ' (1) ·
'Dubber Road ' (1) ·
'French Avenue ' (1) ·
'GLADES CUTOFF ' (1) ·
'HOLLY DRIVE ' (1) ·
'ISLAND DRIVE ' (1) ·
'KUDZA ROAD ' (1) ·
'LIGHTHOUSE DRIVE ' (1) ·
'LOWSON BOULEVARD ' (1) ·
'MINER RD. ' (1) ·
'ORANGE TREE DR ' (1) ·
'Private Road ' (1) ·
'SR-472 ' (1) ·
'SR-A1A ' (1)
705601 (1) ·
790055 (1) ·
794006 (1) ·
884064 (1) ·
885809 (1) ·
930361 (1) ·
930812 (1) ·
934312 (1) ·
934942 (1) ·
935001 (1) ·
935506 (1) ·
935507 (1) ·
937001 (1) ·
937002 (1) ·
937003 (1) ·
940069 (1)
'0.03 MI W OF ANDREWS AVE ' (1) ·
'0.10 MI S of BURNS ROAD ' (1) ·
'0.1MI N OF CLUBHOUSE BLVD' (1) ·
'0.2 MI W of CONGRESS AVE ' (1) ·
'0.2 MILE WEST OF US-1 ' (1) ·
'0.2MI S of FOREST HILL BV' (1) ·
'0.3M W of ALT A1A(SR-811)' (1) ·
'0.3MI E of CONGRESS AVE. ' (1) ·
'0.3Mi W of Alt-A1A/SR-811' (1) ·
'0.3MI WEST OF CR-507 ' (1) ·
'1.0 Mi E of Nob Hill Road' (1) ·
'100 ft West of Ruffner Rd' (1) ·
'2 miles West of US-17 ' (1) ·
'5.2MI S of CR-712 ' (1) ·
'A1A on Singer Island ' (1) ·
'SR-472 over US-17/92 ' (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)
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 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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