Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
None (1) ·
35550 (1) ·
58725 (1) ·
Belle Glade (1) ·
Boca Raton (1) ·
Boynton Beach (1) ·
Delray Beach (1) ·
Fort Pierce (1) ·
Lake Clarke Shores (1) ·
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Malabar (1) ·
Merritt Island (1) ·
New Smyrna Beach (1) ·
Ocean Ridge (1) ·
Palm Beach Gardens (1) ·
Royal Palm Beach village (1) ·
Stuart (1) ·
Titusville (1) ·
Vero Beach (1) ·
West Melbourne (1) ·
West Palm Beach (1)
'Banana River Drive ' (1) ·
'BOYNTON CANAL ' (1) ·
'BOYNTON CANAL C-16 ' (1) ·
'C-104 CANAL ' (1) ·
'CANAL C-104 ' (1) ·
'CANAL C-108 ' (1) ·
'CANAL E-1 ' (1) ·
'CANAL E-14 ' (1) ·
'Cnl.Trib. to Turnbull Ck' (1) ·
'CYPRESS CREEK ' (1) ·
'Drainage Ditch ' (1) ·
'E 3.5 AIRPORT CANAL ' (1) ·
'E-2W Canal ' (1) ·
'El Rio Canal (E-4) ' (1) ·
'HYPOLUXO ISLAND LAGOON ' (1) ·
'L-38 CANAL ' (1) ·
'LAKE CLARKE CHANNEL ' (1) ·
'LATERAL E DRAIN CANAL ' (1) ·
'LITTLE MUD CREEK ' (1) ·
'LWDD CANAL L-9 ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD L-30 CANAL ' (1) ·
'M CANAL ' (1) ·
'Moore's Creek ' (1) ·
'Nav. Banana River Canal ' (1) ·
'NORTH CANAL ' (1) ·
'ROEBUCK CREEK ' (1) ·
'Sebastian Canal ' (1) ·
'SFC DIST CANAL NO 1 ' (1) ·
'Sykes Creek ' (1) ·
'Thompson River ' (1) ·
'Trib To Turnbull Creek ' (1) ·
'WEST PALM BEACH CANAL ' (1) ·
'Yacht Club Cut ' (1) ·
Addison Canal (1)
Facility 007:
Number 008:
Location 009:
Latitude 016:
Longitude 017:
Traffic 029:
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 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)
Future 114:
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