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.
'CANAL C-24 ' (1) ·
'Crane Creek ' (1) ·
'CYPRESS CREEK ' (1) ·
'Drainage Canal ' (1) ·
'E-1 Canal ' (1) ·
'E-3 Canal ' (1) ·
'EL RIO (E-4) CANAL ' (1) ·
'Fla. Turnpike & 2 canals' (1) ·
'HYPOLUXO ISLAND LAGOON ' (1) ·
'L.W.D.D L-14 CANAL ' (1) ·
'Lake Ida / Canal E-4 ' (1) ·
'LAKE OSBOURNE ' (1) ·
'LAKEWOOD E4 CANAL ' (1) ·
'LEVEE NO. 8 ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'RELIEF CANAL ' (1) ·
'Seaboard Coastline RR ' (1) ·
'SR-9 (I-95) ' (1) ·
'SR-91 Turnpike ' (1) ·
'US-17/92 ' (1) ·
'WEST PALM BEACH CANAL ' (1)
'ALLAMANDA BLVD. ' (1) ·
'Boynton Bch Blvd ' (1) ·
'CENTER DR. ' (1) ·
'CENTRE PARK BLVD. ' (1) ·
'CENTRE PK. DR. N. ' (1) ·
'DONALD ROSS RD EB ' (1) ·
'DONALD ROSS RD WB ' (1) ·
'Dubber Road ' (1) ·
'EAST OCEAN AVE. ' (1) ·
'EB Forest Hill Bld' (1) ·
'Forest Hill Blvd. ' (1) ·
'French Avenue ' (1) ·
'GLADES CUTOFF ' (1) ·
'HYPOLUXO RD. ' (1) ·
'LANTANA ROAD EB ' (1) ·
'LANTANA ROAD WB ' (1) ·
'LOWSON BOULEVARD ' (1) ·
'PALOMINO DRIVE ' (1) ·
'SR-472 ' (1) ·
'SR-76 ' (1) ·
'SR-76 (Kanner Hwy)' (1) ·
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'St Lucie West Blvd' (1) ·
'WB Okee. Blvd. ' (1)
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'.25 Mi E of AUSTRALIAN ' (1) ·
'0.10 MI S of BURNS ROAD ' (1) ·
'0.2 Mi East of Australian' (1) ·
'0.2 MI W of CONGRESS AVE ' (1) ·
'0.2MI WEST OF OF A1A ' (1) ·
'0.3MI E OF CONGRESS AVE ' (1) ·
'0.5MI. W OF I-95 ' (1) ·
'0.6 MI W OF I-95 ' (1) ·
'0.6 MI WEST OF I-95 ' (1) ·
'0.7 mi. W of I-95 ' (1) ·
'0.8MI N OF LAKEWORTH BLVD' (1) ·
'1.1MI W OF US-1 ' (1) ·
'1.5mi East of Indiantown' (1) ·
'1.5mi E of Jog Rd. ' (1) ·
'1.7 mi. east of SR-7 ' (1) ·
'100 ft West of Ruffner Rd' (1) ·
'2 miles West of US-17 ' (1) ·
'3 MI. east of SR-710 ' (1) ·
'5.2MI S of CR-712 ' (1) ·
'5.5mi. S of SR70 / I-95 ' (1) ·
'Just E SR 7-Forest Hill ' (1) ·
'PUMP STA. AT 20 MI. BEND ' (1) ·
'SR-472 over US-17/92 ' (1) ·
'SR-704 Over SR-91 ' (1)
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81195603 (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 being eroded. River control devices and/or embankment have major damage. Trees and brush restrict the channel. (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 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 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 25 results in range #1 to #25.
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