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:
'Australian Ave and Canal' (1) ·
'Australian Avenue ' (1) ·
'Banana River Relief East' (1) ·
'Banana River Relief West' (1) ·
'Belcher Canal (C-25) ' (1) ·
'Belvedere Rd to SB I-95 ' (1) ·
'C-18 Canal ' (1) ·
'C-52 Canal ' (1) ·
'CR-3 ' (1) ·
'Header Creek Canal ' (1) ·
'Indian River Relief ' (1) ·
'Indian River Relief East' (1) ·
'Indian River West Relief' (1) ·
'LEVEE NO. 8 ' (1) ·
'LEVEE NO.8 ' (1) ·
'MAIN CANAL ' (1) ·
'Miami Canal L-25 ' (1) ·
'NB I-95 to Belvedere Rd.' (1) ·
'NORTH CANAL ' (1) ·
'QUAIL COVEY ROAD ' (1) ·
'Rim Ditch Canal C-24 ' (1) ·
'S Fork St. Lucie River ' (1) ·
'Spruce Creek ' (1) ·
'Spruce Creek N Relief ' (1) ·
'Spruce Creek N. Relief ' (1) ·
'Spruce Creek S. Relief ' (1) ·
'SR-404 ' (1) ·
'St Johns River ' (1) ·
'St. Johns River ' (1) ·
'Ten Mile Creek ' (1) ·
'Tomoka River ' (1)
'EB Martin Downs Bd' (1) ·
'EB SR 70 ' (1) ·
'EB SR-710 ' (1) ·
'EB SR60 ' (1) ·
'I 95 to PBIA Ramp ' (1) ·
'INDIAN RIV BLVD NB' (1) ·
'INDIAN RIV BLVD SB' (1) ·
'NB SR-615 ' (1) ·
'PBIA to I-95 Ramp ' (1) ·
'SB I 95 to SR 80 ' (1) ·
'SB SR-615 ' (1) ·
'SR 70 EB ' (1) ·
'SR 80 to NB I-95 ' (1) ·
'SR-40 EB ' (1) ·
'SR-40 WB ' (1) ·
'SR-404 EB ' (1) ·
'SR-404 WB ' (1) ·
'SR-50 EB ' (1) ·
'SR-50 WB ' (1) ·
'SR-528 ' (1) ·
'SR-60 EB ' (1) ·
'SR-60 WB ' (1) ·
'SR-80EB (Southern)' (1) ·
'SR-80WB (Southern)' (1) ·
'SR70 EB Okeechobee' (1) ·
'US-1 NB ' (1) ·
'US-1 SB ' (1) ·
'US-192 EB ' (1) ·
'US-1SB ' (1) ·
'US-27/SR-80 NB ' (1) ·
'US-27/SR-80 SB ' (1) ·
'WB SR-710 ' (1) ·
'Woolbright Road EB' (1) ·
'Woolbright Road WB' (1)
Number 008:
Location 009:
Latitude 016:
Longitude 017:
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) ·
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)
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