Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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bridge data > Deck 058:
Very Good
& Superstructure 059:
Other
& Channel 061:
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.
Use the filters below to narrow your results.
ObjectID:
None (1) ·
24350 (1) ·
58725 (1) ·
Atlantis (1) ·
Boca Raton (1) ·
Boynton Beach (1) ·
Fort Pierce (1) ·
Glen Ridge (1) ·
Greenacres City (1) ·
Hypoluxo (1) ·
Indialantic (1) ·
Indiantown village (1) ·
Jupiter (1) ·
Lake Worth (1) ·
Melbourne (1) ·
Royal Palm Beach village (1) ·
Sewall's Point (1) ·
Vero Beach (1) ·
West Palm Beach (1)
'Angle Rd - Belcher Canal' (1) ·
'Angle Rd.- Belcher Canal' (1) ·
'Blue Cypress Marsh ' (1) ·
'BOYNTON CANAL ' (1) ·
'C-18 Canal ' (1) ·
'C-23 CANAL ' (1) ·
'C-51 Canal ' (1) ·
'Cypress Creek ' (1) ·
'DANFORTH CREEK ' (1) ·
'Deep Ck. Diversion Cnl ' (1) ·
'E-3 CANAL ' (1) ·
'East Indian River Relief' (1) ·
'Eau Gallie River ' (1) ·
'Galiano Rd & C-24 Canal ' (1) ·
'Galiano Rd. & C-24 Canal' (1) ·
'ICWW ' (1) ·
'Indian River Relief ' (1) ·
'Intracoastal Waterway ' (1) ·
'ITCWD CANAL #2 ' (1) ·
'ITCWD CANAL 3 ' (1) ·
'L-14 CANAL ' (1) ·
'L-78 Borrow Canal ' (1) ·
'Lake Ashby Canal ' (1) ·
'Lateral B Canal ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD LATERAL 14 CANAL ' (1) ·
'M CANAL ' (1) ·
'Main Relief Canal ' (1) ·
'North Relief Canal ' (1) ·
'Over D Canal ' (1) ·
'Padgett Branch Marsh ' (1) ·
'PARK LATERAL CANAL ' (1) ·
'Rowland Canal ' (1) ·
'Spruce Creek ' (1) ·
'SR-91 TPK-DRAINAGE CANAL' (1) ·
'Ten Mile Creek ' (1) ·
'Troup Indiantown Canal ' (1) ·
'West Indian River Relief' (1) ·
'WPB Drainage Canal ' (1)
Facility 007:
Number 008:
Location 009:
Latitude 016:
Longitude 017:
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93 (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 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)
1000 (1) ·
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91351 (1)
Showing below up to 53 results in range #1 to #53.
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