Drilldown: bridge data
From Indian River Lagoon Project
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bridge data > Superstructure 059:
Satisfactory
& Scour 113:
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
Use the filters below to narrow your results.
ObjectID:
'BRANCH OF MIAMI CANAL ' (1) ·
'BULLDOG CANAL ' (1) ·
'C-24 CANAL ' (1) ·
'CANAL ' (1) ·
'CANAL C-24 ' (1) ·
'CANAL E-4 ' (1) ·
'Drainage Ditch ' (1) ·
'ELKCAM WATERWAY ' (1) ·
'GARDEN CANAL ' (1) ·
'Hillsboro Canal L14 ' (1) ·
'HILLSBORO L-14 CANAL ' (1) ·
'Indian River ' (1) ·
'Intracoastal Waterway ' (1) ·
'IRRIGATION DITCH #4 ' (1) ·
'JOANN CANAL ' (1) ·
'LAKE IDA CANAL ' (1) ·
'LAT CANAL (LK WORTH INT)' (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) ·
'LWDD LAT CANAL 17 ' (1) ·
'NORTH CANAL ' (1) ·
'NORTH FORK ST LUCIE RVR ' (1) ·
'OKEECHOBEE RIM CANAL ' (1) ·
'PHIPP CANAL ' (1) ·
'RANGE LINE CANAL ' (1) ·
'RELIEF CANAL ' (1) ·
'RIM DITCH CANAL C-24 ' (1) ·
'S Fork St. Lucie River ' (1) ·
'SEBASTIAN RIVER PRONG ' (1) ·
'St. Lucie Canal ' (1) ·
'TAYLOR CREEK CANAL-1 ' (1) ·
'TEN MILE CREEK ' (1) ·
'Tide Relief Canal ' (1) ·
'WPB CANAL C-51 ' (1)
Facility 007:
Number 008:
Location 009:
Latitude 016:
Longitude 017:
10 (1) ·
101 (1) ·
11000 (1) ·
1260 (1) ·
13300 (1) ·
134 (1) ·
15900 (1) ·
1650 (1) ·
2000 (1) ·
20500 (1) ·
21000 (1) ·
211 (1) ·
22500 (1) ·
2300 (1) ·
24317 (1) ·
250 (1) ·
260 (1) ·
280 (1) ·
300 (1) ·
35500 (1) ·
3600 (1) ·
400 (1) ·
4050 (1) ·
44400 (1) ·
50 (1) ·
5500 (1) ·
600 (1) ·
6100 (1) ·
6363 (1) ·
6960 (1) ·
7400 (1) ·
800 (1) ·
8250 (1) ·
936 (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)
Future 114:
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