Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- Waterbody (27)
- bridge (13)
- bridge data (1468)
- definition (254)
- fips (487)
- repository (98)
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- weblink (123)
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ObjectID:
None (1) ·
54175 (1) ·
58725 (1) ·
Belle Glade (1) ·
Boca Raton (1) ·
Boynton Beach (1) ·
Delray Beach (1) ·
Grant (1) ·
Greenacres City (1) ·
Jupiter Island (1) ·
Lake Clarke Shores (1) ·
Lake Worth (1) ·
Micco (1) ·
Ocean Ridge (1) ·
Palm Beach Gardens (1) ·
Palm Springs village (1) ·
Tequesta village (1) ·
Titusville (1) ·
West Palm Beach (1)
'BUCCANEER CANAL ' (1) ·
'BUTTERFLY CANAL ' (1) ·
'C-24 Canal ' (1) ·
'C-3 Canal ' (1) ·
'C-51 Canal ' (1) ·
'CAMINO CANAL ' (1) ·
'CANAL ' (1) ·
'CORAL GARDENS OUTFALL ' (1) ·
'E-3 CANAL ' (1) ·
'E3-canal ' (1) ·
'EARMAN RIVER CANAL C-17 ' (1) ·
'EL RIO (E-4) CANAL ' (1) ·
'EL RIO CANAL ' (1) ·
'FISHTAIL CANAL ' (1) ·
'FLORIDA TURNPIKE ' (1) ·
'FLORIDA TURNPIKE SR-91 ' (1) ·
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'I 95 SR 9 ' (1) ·
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'L-8 CANAL ' (1) ·
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'LOXAHATCHEE RIV NW FORK ' (1) ·
'LWDD CANAL L-9 ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD E-4 CANAL ' (1) ·
'LWDD L-14 Cnl ' (1) ·
'LWDD L-7 CANAL ' (1) ·
'N Fork Loxahatchee River' (1) ·
'RELIEF CANAL ' (1) ·
'S-135 Canal ' (1) ·
'S-5 Discharge Canal ' (1) ·
'SFWMD C-51 CANAL ' (1) ·
I-95 (1)
Facility 007:
Number 008:
Location 009:
Latitude 016:
Longitude 017:
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Traffic 029:
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9 (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 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 not over waterway. (1)
Future 114:
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