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) ·
'C-15 Canal ' (1) ·
'CANAL ' (1) ·
'CANAL C-24 ' (1) ·
'Crane Creek ' (1) ·
'E-1 CANAL ' (1) ·
'EL RIO (E-4) CANAL ' (1) ·
'F.P.F.W.C.D. Canal No. 1' (1) ·
'Hillsboro Canal ' (1) ·
'LWDD LAT 8 CANAL ' (1) ·
'MAIN CANAL ' (1) ·
'PARK LATERAL CANAL ' (1) ·
'RELIEF CANAL ' (1) ·
'Seaboard Coastline RR ' (1) ·
'SHAWANO DRAINAGE DITCH ' (1) ·
'US-17/92 ' (1)
'109TH STREET ' (1) ·
'ALLAMANDA BLVD. ' (1) ·
'BOB W RD 130TH ST.' (1) ·
'BROWNS FARM/CR-827' (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) ·
'NW 27TH AVE. ' (1) ·
'ORANGE TREE DR ' (1) ·
'Private Road ' (1) ·
'SB I 95 to Cong Av' (1) ·
'SR-472 ' (1) ·
'SR-713 (Kings Hwy)' (1)
705601 (1) ·
790055 (1) ·
794006 (1) ·
884064 (1) ·
885810 (1) ·
930444 (1) ·
930812 (1) ·
934312 (1) ·
934488 (1) ·
934518 (1) ·
935001 (1) ·
935506 (1) ·
935507 (1) ·
937001 (1) ·
937002 (1) ·
937003 (1) ·
940069 (1) ·
940143 (1)
'.5mi So. of St Lucie Blvd' (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) ·
'0.2MI S of FOREST HILL BV' (1) ·
'0.3M W of ALT A1A(SR-811)' (1) ·
'0.3Mi W of Alt-A1A/SR-811' (1) ·
'0.3MI WEST OF CR-507 ' (1) ·
'0.4Mi. North of SR-60 ' (1) ·
'0.85 mile South of Linton' (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) ·
'9.5 MI S OF CR-880 ' (1) ·
'AT SR-7 (Range Line Rd) ' (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 18 results in range #1 to #18.
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