Drilldown: bridge data
From Indian River Lagoon Project
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bridge data > Substructure 060:
Fair
& 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.
'Banana River ' (1) ·
'Banana River Relief ' (1) ·
'CANAL ' (1) ·
'Daytona Canal ' (1) ·
'Indian River ' (1) ·
'JOANN CANAL ' (1) ·
'LATERAL A CANAL ' (1) ·
'LATERAL CANAL C ' (1) ·
'RELIEF CANAL ' (1) ·
'Samsula Canal ' (1) ·
'Service Rd & Canal ' (1) ·
'SOUTH RELIEF CANAL ' (1) ·
'St. Johns River ' (1) ·
'Turnbull Creek ' (1)
'4TH STREET ' (1) ·
'61ST./PECAN GROVE ' (1) ·
'Ballough Street ' (1) ·
'CR-508 (69TH ST.) ' (1) ·
'CR-510 WABASSO RD ' (1) ·
'CR-611 (43 AVE) ' (1) ·
'CR-619 82ND AVE. ' (1) ·
'Hunting Camp Road ' (1) ·
'SR-401 SB ' (1) ·
'SR-404 EB ' (1) ·
'SR-404 WB ' (1) ·
'SR-50 EB ' (1) ·
'SR-50 WB ' (1) ·
'SR-528 ' (1) ·
'SR-528 WB ' (1) ·
'US-1 NB ' (1)
700013 (1) ·
700027 (1) ·
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700077 (1) ·
700107 (1) ·
700110 (1) ·
700115 (1) ·
700143 (1) ·
790086 (1) ·
794185 (1) ·
795000 (1) ·
880020 (1) ·
880045 (1) ·
880063 (1) ·
884022 (1) ·
884027 (1) ·
884038 (1) ·
884039 (1)
'.3 mi South of Mason Ave ' (1) ·
'0.6MI N OF CR-606 ' (1) ·
'0.7MI W OF SR-401 ' (1) ·
'1.0MI E OF BANANA RIV DR ' (1) ·
'1.1MI N OF SR-60 ' (1) ·
'1.1MI Wof CR-615(66th St)' (1) ·
'1.3 miles South of SR-44 ' (1) ·
'2.85 Miles East of SR-3 ' (1) ·
'3.6 Miles West Of US-1 ' (1) ·
'AT 74TH AVE. ' (1) ·
'AT CR-615 (66TH AVE.) ' (1) ·
'CR-615 (66TH AVE.) ' (1) ·
'SR-401 SB - Barge Canal ' (1) ·
'SR-404 EB - Indian River ' (1) ·
'SR-404 WB - Indian River ' (1) ·
'SR-50 EB -St Johns River ' (1) ·
'SR-50 WB -St Johns River ' (1) ·
'SR-528 WB - Indian River ' (1) ·
'US-1 NB - Turnbull Creek ' (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)
Showing below up to 19 results in range #1 to #19.
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