Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- bridge data (1468)
- definition (254)
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ObjectID:
None (1) ·
Atlantis (1) ·
Belle Glade (1) ·
Boynton Beach (1) ·
Cloud Lake (1) ·
Golf village (1) ·
Greenacres City (1) ·
Haverhill (1) ·
Indian Harbour Beach (1) ·
Malabar (1) ·
New Smyrna Beach (1) ·
Pahokee (1) ·
Palm Bay (1) ·
Palm Beach (1) ·
Palm Beach Gardens (1) ·
Port Orange (1) ·
Port St. John (1) ·
South Palm Beach (1) ·
Vero Beach (1) ·
Wellington village (1) ·
West Palm Beach (1)
'Banana River ' (1) ·
'C STANLEY WEAVER CANAL ' (1) ·
'C-17 CANAL ' (1) ·
'C-37 Canal ' (1) ·
'C. Stanley Weaver Canal ' (1) ·
'Canal C-46 ' (1) ·
'Canal C-47 ' (1) ·
'Canal C-48 ' (1) ·
'Canal C-51 ' (1) ·
'CANAL E-4 ' (1) ·
'Cnl.Trib. to Turnbull Ck' (1) ·
'Groover Creek ' (1) ·
'HILLSBORO CANAL L-14 ' (1) ·
'I-95 ' (1) ·
'Lateral B Canal ' (1) ·
'Little Haw Creek ' (1) ·
'LWDD CANAL E-1 ' (1) ·
'LWDD CANAL E-3 ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD E1 CANAL ' (1) ·
'LWDD L-5 CANAL ' (1) ·
'LWDD LAT 16 CANAL ' (1) ·
'LWDD LATERAL 14 CANAL ' (1) ·
'Melb Tillman Canal 37 ' (1) ·
'OKEECHOBEE BLVD ' (1) ·
'RELIEF CANAL ' (1) ·
'Seaboard Coastline RR ' (1) ·
'SFC CANAL NO 1 ' (1) ·
'SFC DIST CANAL NO 1 ' (1) ·
'Spruce Creek ' (1) ·
'Sweetwater Branch ' (1) ·
'Sweetwater Creek ' (1) ·
'Tillman Canal ' (1) ·
'Tributary to Spruce Crk ' (1) ·
'Turkey Creek ' (1) ·
'US-1 & FECRR ' (1) ·
'WEST PALM BEACH CANAL ' (1) ·
'WPB CANAL C-51 ' (1)
Facility 007:
Number 008:
Location 009:
Latitude 016:
Longitude 017:
1927 (1) ·
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1996 (1) ·
2002 (1) ·
2003 (1)
Traffic 029:
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 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)
Future 114:
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