Drilldown: bridge data
From Indian River Lagoon Project
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bridge data > County 003:
Indian River
& Channel 061 :
Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. or
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.
Use the filters below to narrow your results.
ObjectID:
'14TH STREET CANAL ' (1) ·
'Blue Cypress Marsh ' (1) ·
'CANAL ' (1) ·
'COLLIER CREEK ' (1) ·
'COLLIER WATERWAY ' (1) ·
'DITCH NO. 34 ' (1) ·
'DITCH NO. 46 ' (1) ·
'Drainage Canal ' (1) ·
'ELKCAM WATERWAY ' (1) ·
'FELLSMERE CANAL ' (1) ·
'ICWW ' (1) ·
'Indian River ' (1) ·
'Intracoastal Waterway ' (1) ·
'IRRIGATION DITCH #4 ' (1) ·
'JOANN CANAL ' (1) ·
'L-78 Borrow Canal ' (1) ·
'LATERAL A CANAL ' (1) ·
'LATERAL A CANAL ' (1) ·
'LATERAL B CANAL ' (1) ·
'LATERAL CANAL C ' (1) ·
'LATERAL CANAL D ' (1) ·
'Lateral Canal A ' (1) ·
'LATERAL E DRAIN CANAL ' (1) ·
'LATERAL G CANAL ' (1) ·
'Lateral J Canal ' (1) ·
'MAIN CANAL ' (1) ·
'MAIN CANAL VERO BEACH ' (1) ·
'MAIN RELIEF CANAL ' (1) ·
'NORTH CANAL ' (1) ·
'North Relief Canal ' (1) ·
'Padgett Branch Marsh ' (1) ·
'PARK LATERAL CANAL ' (1) ·
'RANGE LINE CANAL ' (1) ·
'RELIEF CANAL ' (1) ·
'RIO MAR BAY ' (1) ·
'South Relief Canal ' (1) ·
'St. Sebastian River ' (1)
Facility 007:
Number 008:
Location 009:
Latitude 016:
Longitude 017:
1951 (1) ·
1956 (1) ·
1958 (1) ·
1960 (1) ·
1961 (1) ·
1962 (1) ·
1963 (1) ·
1964 (1) ·
1965 (1) ·
1967 (1) ·
1970 (1) ·
1971 (1) ·
1972 (1) ·
1975 (1) ·
1979 (1) ·
1980 (1) ·
1987 (1) ·
1988 (1) ·
1990 (1) ·
1992 (1) ·
1993 (1) ·
1994 (1) ·
1995 (1) ·
1997 (1) ·
1999 (1) ·
2002 (1) ·
2003 (1) ·
2005 (1) ·
2006 (1) ·
2007 (1) ·
2009 (1) ·
2014 (1)
Traffic 029:
Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. (1) ·
N/A (1) ·
Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. (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 61 results in range #1 to #61.
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