Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
ObjectID:
None (1) ·
24350 (1) ·
30975 (1) ·
54175 (1) ·
58725 (1) ·
77275 (1) ·
Belle Glade (1) ·
Boca Raton (1) ·
Cape Canaveral (1) ·
Delray Beach (1) ·
Fort Pierce (1) ·
Holly Hill (1) ·
Juno Beach (1) ·
Jupiter (1) ·
Jupiter Inlet Colony (1) ·
Lake Worth (1) ·
Merritt Island (1) ·
New Smyrna Beach (1) ·
Ormond Beach (1) ·
Palm Beach (1) ·
South Bay (1) ·
Stuart (1) ·
West Palm Beach (1)
'Barge Canal ' (1) ·
'Belvedere Road ' (1) ·
'BRANCH OF ICWW ' (1) ·
'COUNTY LINE CANAL C-23 ' (1) ·
'CR709 GLADES RD & FEC RR' (1) ·
'Donald Ross Road ' (1) ·
'FEC Railroad ' (1) ·
'FEC RR & Georgia Ave. ' (1) ·
'FECRR ' (1) ·
'HAULOVER CANAL ' (1) ·
'HILLSBORO CANAL L-14 ' (1) ·
'HILLSBORO L-14 CANAL ' (1) ·
'Intracoastal Waterway ' (1) ·
'Intracoastal Waterway ' (1) ·
'IWW Indian River ' (1) ·
'Lake Worth Lagoon ' (1) ·
'MIAMI CANAL ' (1) ·
'NORTH NEW RIVER CANAL ' (1) ·
'Nova Road Canal ' (1) ·
'OKEECHOBEE RIM CANAL ' (1) ·
'RIM DITCH CANAL C-24 ' (1) ·
'Service Rd & Canal ' (1) ·
'SR 808 GLADES RD ' (1) ·
'SR 91 TPK ' (1) ·
'SR 91 TPK (STUART INT) ' (1) ·
'SR 91 TPK(OKEECH BV INT)' (1) ·
'SR-40 ' (1) ·
'SR-68 ' (1) ·
'ST LUCIE CANAL ' (1) ·
'St. Lucie River ' (1) ·
'TEN MILE CREEK ' (1)
Facility 007:
Number 008:
Location 009:
Latitude 016:
Longitude 017:
1935 (1) ·
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1998 (1) ·
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2005 (1) ·
2006 (1) ·
2016 (1)
Traffic 029:
Length 049:
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 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) ·
Bridge not over waterway. (1)
Future 114:
Showing below up to 54 results in range #1 to #54.
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