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:
'14TH STREET CANAL ' (1) ·
'4th St. and Canal D ' (1) ·
'Blue Cypress Marsh ' (1) ·
'C-52 Canal ' (1) ·
'COLLIER CREEK ' (1) ·
'COLLIER WATERWAY ' (1) ·
'DITCH NO. 34 ' (1) ·
'DITCH NO. 46 ' (1) ·
'ELKCAM WATERWAY ' (1) ·
'FELLSMERE CANAL ' (1) ·
'I-95 ' (1) ·
'ICWW ' (1) ·
'Indian River Relief ' (1) ·
'Intracoastal Waterway ' (1) ·
'L-78 Borrow Canal ' (1) ·
'Lateral "A" Canal ' (1) ·
'LATERAL B CANAL ' (1) ·
'LATERAL E DRAIN CANAL ' (1) ·
'MAIN CANAL ' (1) ·
'MAIN CANAL VERO BEACH ' (1) ·
'MAIN RELIEF CANAL ' (1) ·
'N RELIEF CANAL ' (1) ·
'NORTH CANAL ' (1) ·
'North Relief Canal ' (1) ·
'OUTFALL CANAL ' (1) ·
'OUTFALL SLOUGH ' (1) ·
'Padgett Branch Marsh ' (1) ·
'PARK LATERAL CANAL ' (1) ·
'RANGE LINE CANAL ' (1) ·
'RELIEF CANAL ' (1) ·
'South Relief Canal ' (1) ·
'St. John's Marsh ' (1) ·
'St. Johns Marsh ' (1) ·
'St. Sebastian River ' (1)
Facility 007:
Number 008:
Location 009:
Latitude 016:
Longitude 017:
1951 (1) ·
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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)
Bridge foundations (including piles) on dry land well above flood water elevations. (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)
10712 (1) ·
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8675 (1) ·
87 (1)
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