Drilldown: bridge data
From Indian River Lagoon Project
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'Banana River ' (1) ·
'Belvedere Rd to SB I-95 ' (1) ·
'C-1 Canal ' (1) ·
'C-52 Canal ' (1) ·
'Cambridge Canal ' (1) ·
'CANAL L-12 ' (1) ·
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'E-2W Canal ' (1) ·
'FPL Nuc Plant Disc Canal' (1) ·
'L-5 Canal ' (1) ·
'Loxahatchee River ' (1) ·
'LWDD LAT. 38 CANAL ' (1) ·
'Padgett Branch Marsh ' (1) ·
'SR 91 TPK ' (1) ·
'SR 91 TPK (ST LUCIE INT)' (1) ·
'SR-91 N/S TPK ' (1) ·
'St. Johns River ' (1) ·
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'St.Lucie River ' (1) ·
'SW FORK LOXAHATCHEE RVR ' (1) ·
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St Johns River (1)
'Banana River Drive' (1) ·
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'HOOD RD 110.944 ' (1) ·
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US-192 EB (1)
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'1.8 MI N OF PGA BLV/SR786' (1) ·
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'3mi East of SR5 on A1A ' (1) ·
'6.4Mi. E of SR-91 (TPK) ' (1) ·
'Atlantic Ave./Fl. Tpk. ' (1) ·
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'SR-44 over CSX-RR ' (1) ·
'SR-520 EB-St. Johns River' (1) ·
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US-192 EB-St Johns River (1)
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81211769 (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 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 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)
Showing below up to 22 results in range #1 to #22.
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