Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
- News Link (111)
- Organization (18)
- Waterbody (27)
- bridge (13)
- bridge data (1468)
- definition (254)
- fips (487)
- repository (98)
- timeline (19)
- weblink (123)
Use the filters below to narrow your results.
ObjectID:
'4th St. and Canal D ' (1) ·
'90th Ave. ' (1) ·
'Blue Cypress Marsh ' (1) ·
'C-52 Canal ' (1) ·
'DITCH NO. 34 ' (1) ·
'DITCH NO. 46 ' (1) ·
'Drainage Canal ' (1) ·
'I-95 ' (1) ·
'ICWW ' (1) ·
'Indian River ' (1) ·
'Indian River Relief ' (1) ·
'Intracoastal Waterway ' (1) ·
'IRRIGATION DITCH #4 ' (1) ·
'L-78 Borrow Canal ' (1) ·
'Lateral "B" Canal ' (1) ·
'LATERAL A CANAL ' (1) ·
'LATERAL B CANAL ' (1) ·
'LATERAL C CANAL ' (1) ·
'LATERAL CANAL C ' (1) ·
'LATERAL CANAL D ' (1) ·
'LATERAL CANAL D ' (1) ·
'LATERAL E DRAIN CANAL ' (1) ·
'LATERAL G CANAL ' (1) ·
'MAIN CANAL ' (1) ·
'MAIN CANAL VERO BEACH ' (1) ·
'MAIN RELIEF CANAL ' (1) ·
'North Relief Canal ' (1) ·
'Old Dixie Hwy. & FEC RR ' (1) ·
'OUTFALL CANAL ' (1) ·
'OUTFALL SLOUGH ' (1) ·
'Padgett Branch Marsh ' (1) ·
'RELIEF CANAL ' (1) ·
'RIO MAR BAY ' (1) ·
'Sebastian Inlet ' (1) ·
'South Relief Canal ' (1) ·
'SR 60 ' (1) ·
'St. John's Marsh ' (1) ·
'St. Johns Marsh ' (1)
Facility 007:
Number 008:
Location 009:
Latitude 016:
Longitude 017:
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1963 (1) ·
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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 being eroded. River control devices and/or embankment have major damage. Trees and brush restrict the channel. (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)
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)
Bridge foundations (including piles) on dry land well above flood water elevations. (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) ·
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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