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:
'CANAL ' (1) ·
'Conners Canal ' (1) ·
'Deep Creek ' (1) ·
'Dirksen Drive ' (1) ·
'ELKCAM WATERWAY ' (1) ·
'Halifax Canal ' (1) ·
'Halifax River ' (1) ·
'I-4 ' (1) ·
'I-4 EB Ramp B ' (1) ·
'I-95 ' (1) ·
'Indian River ' (1) ·
'Intracoastal Waterway ' (1) ·
'IRRIGATION DITCH #4 ' (1) ·
'IWW Halifax River ' (1) ·
'IWW Indian River ' (1) ·
'JOANN CANAL ' (1) ·
'Lake Ashby Canal ' (1) ·
'LATERAL A CANAL ' (1) ·
'LATERAL A CANAL ' (1) ·
'LATERAL C CANAL ' (1) ·
'LATERAL CANAL ' (1) ·
'LATERAL CANAL C ' (1) ·
'LATERAL CANAL D ' (1) ·
'LATERAL CANAL D ' (1) ·
'Middle Haw Creek ' (1) ·
'NORTH CANAL ' (1) ·
'NORTH RELIEF CANAL ' (1) ·
'Padgett Creek ' (1) ·
'RANGE LINE CANAL ' (1) ·
'Reed Canal ' (1) ·
'RELIEF CANAL ' (1) ·
'Sebastian Inlet ' (1) ·
'SEBASTIAN RIVER PRONG ' (1) ·
'SR-442 ' (1) ·
'St. Johns River ' (1) ·
'Tomoka River ' (1) ·
'Turnbull Creek ' (1)
'21ST ST SW ' (1) ·
'4TH STREET ' (1) ·
'53RD STREET ' (1) ·
'61ST./PECAN GROVE ' (1) ·
'65TH ST. ' (1) ·
'74TH AVE. ' (1) ·
'8TH ST. CR-612 ' (1) ·
'90TH AVE ' (1) ·
'CARTER RD. ' (1) ·
'Center Avenue ' (1) ·
'CR-505 ROSELAND RD' (1) ·
'CR-508 (69TH ST.) ' (1) ·
'CR-510 WABASSO RD ' (1) ·
'CR-619 82ND AVE. ' (1) ·
'CR5A OLD DIXIE HWY' (1) ·
'I-4 EB ' (1) ·
'I-4 Ramp ' (1) ·
'I-4 WB ' (1) ·
'I-95 NB ' (1) ·
'I-95 SB ' (1) ·
'INDIAN RIV BLVD NB' (1) ·
'INDIAN RIV BLVD SB' (1) ·
'Old Dixie Hwy. ' (1) ·
'PERIWINKLE DRIVE ' (1) ·
'Reed Ca Prk Ent Rd' (1) ·
'SR-40 ' (1) ·
'SR-40 WB ' (1) ·
'SR-415 ' (1) ·
'SR-44 ' (1) ·
'SR-46 ' (1) ·
'SR-472 EB ' (1) ·
'SR-510 Wabasso Rd ' (1) ·
'SR-510(Wabasso Rd)' (1) ·
'SR-656 (17th St.) ' (1) ·
'SR-A1A ' (1) ·
'US-1 NB ' (1) ·
'US-92 WB ' (1)
Number 008:
Location 009:
Latitude 016:
Longitude 017:
10 (1) ·
101 (1) ·
10200 (1) ·
11700 (1) ·
13300 (1) ·
134 (1) ·
1401 (1) ·
14500 (1) ·
15250 (1) ·
16000 (1) ·
1650 (1) ·
17000 (1) ·
1800 (1) ·
19400 (1) ·
21000 (1) ·
2300 (1) ·
23250 (1) ·
250 (1) ·
25250 (1) ·
260 (1) ·
280 (1) ·
283 (1) ·
30000 (1) ·
3023 (1) ·
30500 (1) ·
3600 (1) ·
400 (1) ·
50500 (1) ·
5500 (1) ·
55000 (1) ·
5900 (1) ·
600 (1) ·
6900 (1) ·
6960 (1) ·
7400 (1) ·
800 (1) ·
8187 (1) ·
9700 (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)
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) ·
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) ·
Countermeasures have been installed to mitigate an existing problem with scour and to reduce the risk of bridge failure during a flood event. Instructions contained in a plan of action have been implemented to reduce the risk to users from a bridge failure during or immediately after a flood event. (1)
Future 114:
Showing below up to 49 results in range #1 to #49.
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