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.
'Belvedere Road ' (1) ·
'CR-3 ' (1) ·
'Fellsmere Canal ' (1) ·
'George King Blvd ' (1) ·
'Halifax River IWW ' (1) ·
'I-95 ' (1) ·
'Northlake Blvd. ' (1) ·
'SR 60 ' (1) ·
'SR-524 ' (1) ·
'SR-91 (FL. TPK.) ' (1) ·
'SR-91 Turnpike ' (1) ·
'Turnbull Creek ' (1) ·
Banana River Relief (1) ·
Fellsmere Canal (1) ·
George King Blvd (1) ·
St Johns River Relief (1)
'EB Okee. Blvd. ' (1) ·
'I 95 SR 9 ' (1) ·
'I-95 NB ' (1) ·
'I-95 SB ' (1) ·
'SB I 95 SR 9 ' (1) ·
'SR 9 (I-95) ' (1) ·
'SR-40 ' (1) ·
'SR-404 EB ' (1) ·
'SR-76(Kanner Hwy )' (1) ·
'SR-A1A NB ' (1) ·
'Turnbull Bay Road ' (1) ·
'Viera Blvd EB ' (1) ·
'Viera Blvd WB ' (1) ·
'WB Okee. Blvd. ' (1) ·
I-95 SB (1) ·
SR-520 (1) ·
SR-A1A SB (1) ·
US-192 EB (1)
700054 (1) ·
700128 (1) ·
700145 (1) ·
700192 (1) ·
700210 (1) ·
700211 (1) ·
700213 (1) ·
700231 (1) ·
700232 (1) ·
704097 (1) ·
704098 (1) ·
790132 (1) ·
794022 (1) ·
880102 (1) ·
890126 (1) ·
930417 (1) ·
930418 (1) ·
930487 (1) ·
930516 (1)
'.25mi W OF I-95 ' (1) ·
'1 mile North of SR 80 ' (1) ·
'1.9 Miles West of US-1 ' (1) ·
'Between SR 710 and 786 ' (1) ·
'I-95 NB - SR-524 ' (1) ·
'I-95 over SR-60 ' (1) ·
'I-95 SB - SR-524 ' (1) ·
'Over Fellsmere Canal ' (1) ·
'SR-40 over IWW ' (1) ·
'SR-404 EB over CR-3 ' (1) ·
'SR-704 Over SR-91 ' (1) ·
'SR-A1A - George King Blvd' (1) ·
'Viera Blvd EB over I-95 ' (1) ·
'Viera Blvd WB over I-95 ' (1) ·
Over Fellsmere Canal (1) ·
SR-520 - Banana River (1) ·
SR-A1A SB- George King (1) ·
US-192 EB-St Johns Relief (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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (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 assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles by assessment, by calculations or by installation of properly designed countermeasures (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)
Showing below up to 19 results in range #1 to #19.
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