Drilldown: bridge data
From Indian River Lagoon Project
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bridge data > Channel 061:
No noticeable or noteworthy deficiencies which affect the condition of the channel.
& Inspect Date 090 :
03-17 or
03-16
Use the filters below to narrow your results.
'C-17 Canal ' (1) ·
'C-54 Canal ' (1) ·
'Cambridge Canal ' (1) ·
'E-1 Canal ' (1) ·
'E-2W CANAL ' (1) ·
'Fellsmere Canal ' (1) ·
'L-6 Canal ' (1) ·
'Lake Worth Lagoon ' (1) ·
'Lateral B Canal ' (1) ·
'Mercer Ave./CSX RR/Canal' (1) ·
'Reed Canal ' (1) ·
'ST LUCIE CANAL ' (1) ·
'St.Lucie River ' (1) ·
'Stub Canal & S.F.R.C. ' (1) ·
'Tomoka River ' (1) ·
'Turkey Creek ' (1) ·
Fellsmere Canal (1) ·
Sebastian River (1)
'13th Street SW ' (1) ·
'Belvede to NB I-95' (1) ·
'E/B S.R. A1A ' (1) ·
'EB US 98 SR 80 ' (1) ·
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US-1 (1)
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'0.2 mi E of SR5 on SRA1A ' (1) ·
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'1.0mile south of SR-80 ' (1) ·
'1.6 miles East of SR-507 ' (1) ·
'3.7 MI S. OF STUART INT. ' (1) ·
'3mi East of SR5 on A1A ' (1) ·
'At CR-613 (58th Ave.) ' (1) ·
'Buffer Preserve Drive ' (1) ·
'CR-4078 & Lantern Park Dr' (1) ·
'I-4 EB over Tomoka River ' (1) ·
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'North of Belvedere Rd ' (1) ·
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'US-1 over Turkey Creek ' (1) ·
Over Fellsmere Canal (1) ·
US-1 over Sebastian River (1)
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81051410 (1) ·
81051478 (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)
Showing below up to 21 results in range #1 to #21.
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