Drilldown: bridge data
From Indian River Lagoon Project
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bridge data > Channel 061:
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.
& Future Year 115:
2039
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ObjectID:
'A DRAINAGE CANAL ' (1) ·
'ATLANTIS WATERWAY ' (1) ·
'BELCHER CANAL C-25 ' (1) ·
'Boca Inlet ' (1) ·
'C-17 CANAL ' (1) ·
'C-24 CANAL ' (1) ·
'C-51/WEST PALM BCH CANAL' (1) ·
'CANAL ' (1) ·
'CANAL C-104 ' (1) ·
'CANAL C-108 ' (1) ·
'CANAL C-24 ' (1) ·
'CANAL E-14 ' (1) ·
'COUNTY LINE CANAL C-23 ' (1) ·
'DANFORTH CREEK ' (1) ·
'DRAINAGE CANAL ' (1) ·
'DRAINAGE DITCH ' (1) ·
'E-3 CANAL ' (1) ·
'EL RIO CANAL ' (1) ·
'El Rio Canal (E-4) ' (1) ·
'FIVE MILE CREEK ' (1) ·
'Halifax River ' (1) ·
'Intracoastal Waterway ' (1) ·
'Lake Worth Relief ' (1) ·
'LATERAL A CANAL ' (1) ·
'LATERAL CANAL A ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'N RELIEF CANAL ' (1) ·
'NORTH PALM BCH WATERWAY ' (1) ·
'NORTH RELIEF CANAL ' (1) ·
'PARK LATERAL CANAL ' (1) ·
'RELIEF CANAL ' (1) ·
'SEBASTIAN RIVER PRONG ' (1) ·
'TEN MILE CREEK ' (1) ·
'TRIBUTARY OF MANATEE CRK' (1)
Facility 007:
Number 008:
Location 009:
Latitude 016:
Longitude 017:
1948 (1) ·
1950 (1) ·
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1957 (1) ·
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1959 (1) ·
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1961 (1) ·
1962 (1) ·
1963 (1) ·
1965 (1) ·
1967 (1) ·
1975 (1) ·
1976 (1) ·
1978 (1) ·
1981 (1) ·
1984 (1) ·
1985 (1) ·
1987 (1) ·
1988 (1) ·
1989 (1) ·
1990 (1) ·
1991 (1) ·
1993 (1) ·
1998 (1) ·
2011 (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 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 conditions; field review indicates action is required to protect exposed foundations (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 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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