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) ·
'Fellsmere Canal ' (1) ·
'I-95 ' (1) ·
'I-95 (SR 9) ' (1) ·
'Intracoastal Waterway ' (1) ·
'Northlake Blvd. ' (1) ·
'SR 60 ' (1) ·
'SR-91 (Fla's.Turnpike) ' (1) ·
'SR-91 Turnpike ' (1) ·
'Turnbull Creek ' (1) ·
Banana River Relief (1) ·
Fellsmere Canal (1) ·
St Johns River Relief (1)
'CR 76A ' (1) ·
'EB Okee. Blvd. ' (1) ·
'EB PGA Blvd. ' (1) ·
'I 95 SR 9 ' (1) ·
'I-95 NB ' (1) ·
'SB I 95 SR 9 ' (1) ·
'SB I-95 (SR-9 ) ' (1) ·
'SR 9 (I-95) ' (1) ·
'Turnbull Bay Road ' (1) ·
'Viera Blvd EB ' (1) ·
'Viera Blvd WB ' (1) ·
'WB Okee. Blvd. ' (1) ·
'WB PGA Blvd. ' (1) ·
I-95 SB (1) ·
SR-520 (1) ·
US-192 EB (1)
700192 (1) ·
700213 (1) ·
700231 (1) ·
700232 (1) ·
704097 (1) ·
704098 (1) ·
794022 (1) ·
880102 (1) ·
890114 (1) ·
890121 (1) ·
930106 (1) ·
930349 (1) ·
930417 (1) ·
930418 (1) ·
930487 (1) ·
930516 (1)
'1 mile North of SR 80 ' (1) ·
'1.5 N of SW KANNER HWY ' (1) ·
'1.9 Miles West of US-1 ' (1) ·
'1000'W of SR5 & E ofSR811' (1) ·
'Between SR 710 and 786 ' (1) ·
'CR 76A over I-95 ' (1) ·
'I-95 over SR-60 ' (1) ·
'Over Fellsmere Canal ' (1) ·
'SR-704 Over SR-91 ' (1) ·
'Viera Blvd EB over I-95 ' (1) ·
'Viera Blvd WB over I-95 ' (1) ·
Over Fellsmere Canal (1) ·
SR-520 - Banana River (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 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)
Showing below up to 16 results in range #1 to #16.