Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
'Belvedere Road ' (1) ·
'C-52 Canal ' (1) ·
'FEC RR(Olympia Overpass)' (1) ·
'Fellsmere Canal ' (1) ·
'FL. TPK. SR-91 ' (1) ·
'Florida Turnpike (SR-91)' (1) ·
'FLORIDA TURNPIKE SR-91 ' (1) ·
'I-95 ' (1) ·
'LEVEE NO.8 ' (1) ·
'Northlake Blvd. ' (1) ·
'OUTFALL SLOUGH ' (1) ·
'SR 60 ' (1) ·
'SR-91 (Fl. Tpk.) ' (1) ·
'SR-91 Turnpike ' (1) ·
'Turnbull Creek ' (1) ·
Banana River Relief (1) ·
Fellsmere Canal (1) ·
St Johns River Relief (1)
'Becker Rd. ' (1) ·
'EB Okee. Blvd. ' (1) ·
'I 95 SR 9 ' (1) ·
'I-95 NB ' (1) ·
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'PGA Blvd. (SR 786)' (1) ·
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I-95 SB (1) ·
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'Between SR 710 and 786 ' (1) ·
'I-95 over SR-60 ' (1) ·
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'Over Fellsmere Canal ' (1) ·
'PUMP STA AT 20 MI BEND ' (1) ·
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'SR-704 Over SR-91 ' (1) ·
'Tpk/PGA Blvd interchange ' (1) ·
'Turnpike at Stuart exit. ' (1) ·
'Viera Blvd EB over I-95 ' (1) ·
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Over Fellsmere Canal (1) ·
SR-520 - Banana River (1) ·
US-192 EB-St Johns Relief (1)
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80573537 (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 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) ·
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 24 results in range #1 to #24.
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