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.
ObjectID:
None (1) ·
35550 (1) ·
58725 (1) ·
Belle Glade (1) ·
Boca Raton (1) ·
Boynton Beach (1) ·
Delray Beach (1) ·
Fort Pierce (1) ·
Greenacres City (1) ·
Indiantown village (1) ·
Juno Beach (1) ·
Jupiter (1) ·
Lake Worth (1) ·
Merritt Island (1) ·
Ocean Ridge (1) ·
Pahokee (1) ·
Palm Beach Gardens (1) ·
Royal Palm Beach village (1) ·
Sebastian (1) ·
Tequesta village (1) ·
Vero Beach (1) ·
West Palm Beach (1)
'Barge Canal ' (1) ·
'BESSEY CREEK ' (1) ·
'Boca Inlet ' (1) ·
'Boynton Inlet ' (1) ·
'C-104 CANAL ' (1) ·
'C-23 CANAL ' (1) ·
'CANAL C-104 ' (1) ·
'CANAL C-108 ' (1) ·
'CANAL C-24 ' (1) ·
'CANAL C-73 ' (1) ·
'CANAL E-114 ' (1) ·
'CANAL E-12/E-84 ' (1) ·
'CANAL E-14 ' (1) ·
'CANAL E-8 ' (1) ·
'CANAL E-84 ' (1) ·
'CANAL L-30 ' (1) ·
'Canal No. 1 (Rim Canal) ' (1) ·
'COLLIER CREEK ' (1) ·
'CPB20 CANAL ' (1) ·
'EL RIO CANAL ' (1) ·
'H-20 CANAL ' (1) ·
'HILLSBORO CANAL L-14 ' (1) ·
'HILLSBORO L-14 CANAL ' (1) ·
'Intracoastal Waterway ' (1) ·
'Intracoastal Waterway ' (1) ·
'Lake Worth Creek Canal ' (1) ·
'Loxahatchee River ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD E-4 CANAL ' (1) ·
'MAIN CANAL ' (1) ·
'MIAMI CANAL ' (1) ·
'Over D Canal ' (1) ·
'RELIEF CANAL ' (1) ·
'RETENTION POND ' (1) ·
'ROY'S SWALE ' (1) ·
'Tidal Canal ' (1)
Facility 007:
Number 008:
Location 009:
Latitude 016:
Longitude 017:
1950 (1) ·
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1973 (1) ·
1975 (1) ·
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1978 (1) ·
1981 (1) ·
1982 (1) ·
1983 (1) ·
1984 (1) ·
1985 (1) ·
1986 (1) ·
1987 (1) ·
1988 (1) ·
1992 (1) ·
1994 (1) ·
1996 (1) ·
1997 (1) ·
2009 (1) ·
2012 (1)
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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (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 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)
Future 114:
Showing below up to 54 results in range #1 to #54.
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