Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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ObjectID:
None (1) ·
26625 (1) ·
Belle Glade (1) ·
Boca Raton (1) ·
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Delray Beach (1) ·
Glen Ridge (1) ·
Greenacres City (1) ·
Juno Beach (1) ·
Jupiter (1) ·
Lake Worth (1) ·
Ocean Ridge (1) ·
Pahokee (1) ·
Palm Beach (1) ·
Palm Beach Gardens (1) ·
Palm Springs village (1) ·
Royal Palm Beach village (1) ·
South Palm Beach (1) ·
Tequesta village (1) ·
West Palm Beach (1)
'Boca Inlet ' (1) ·
'Boynton Inlet ' (1) ·
'BUCCANEER CANAL ' (1) ·
'BUTTERFLY CANAL ' (1) ·
'C-15 CANAL ' (1) ·
'C-51 Canal ' (1) ·
'CAMINO CANAL ' (1) ·
'CANAL L-30 ' (1) ·
'Canal No. 1 (Rim Canal) ' (1) ·
'CPB20 CANAL ' (1) ·
'EL RIO CANAL ' (1) ·
'EPB CANAL C-3 ' (1) ·
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'GARDEN CANAL ' (1) ·
'H-20 CANAL ' (1) ·
'HILLSBORO CANAL L-14 ' (1) ·
'HILLSBORO L-14 CANAL ' (1) ·
'Intracoastal Waterway ' (1) ·
'INTRACOASTAL WATERWAY ' (1) ·
'Lake Worth Tide Relief' (1) ·
'Lake Worth Creek Canal ' (1) ·
'LIPTOG CANAL ' (1) ·
'Loxahatchee River ' (1) ·
'LWDD CANAL E-3 ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD E-4 CANAL ' (1) ·
'LWDD LAT 30 CANAL ' (1) ·
'MIAMI CANAL ' (1) ·
'OCEAN CANAL L-13 ' (1) ·
'Over D Canal ' (1) ·
'RELIEF CANAL ' (1) ·
'RETENTION POND ' (1) ·
'SR 91 TPK(OKEECH BV INT)' (1) ·
'WEST PALM BEACH CANAL ' (1)
Facility 007:
Number 008:
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Longitude 017:
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720 (1) ·
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7350 (1) ·
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8800 (1) ·
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9400 (1) ·
9450 (1) ·
9500 (1) ·
9625 (1) ·
9900 (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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (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)
Future 114:
Showing below up to 52 results in range #1 to #52.
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