Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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Use the filters below to narrow your results.
'4th St. and Canal D ' (1) ·
'Hidden Valley Canal C15 ' (1) ·
'I-4 ' (1) ·
'Indian River Relief ' (1) ·
'Indian River Relief East' (1) ·
'Indian River West Relief' (1) ·
'Lake Washington Road ' (1) ·
'Miami Canal L-25 ' (1) ·
'Military Trail & CSX RR ' (1) ·
'SR 882 Forest Hill Blvd ' (1) ·
'SR-3 ' (1) ·
'SR-713 (King Hwy) ' (1) ·
'SR-91 (Florida Turnpike)' (1) ·
'US-1 ' (1) ·
'US-192 ' (1) ·
Lake Washington Road (1)
'EB SR808 Glades Rd' (1) ·
'I 95 SR 9 ' (1) ·
'I-95 ' (1) ·
'I-95 NB ' (1) ·
'I-95 SB ' (1) ·
'NB SR-9 (I-95) ' (1) ·
'Port St. Lucie Bld' (1) ·
'Saxon Blvd EB ' (1) ·
'Saxon Blvd WB ' (1) ·
'SB SR-9 (I-95) ' (1) ·
'SR 9 (I-95) ' (1) ·
'SR-404 EB ' (1) ·
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'SR-528 ' (1) ·
'SR-528 EB ' (1) ·
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I-95 SB (1)
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'1.5mi N of SR-68 ' (1) ·
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'800 ft West of I 95 ' (1) ·
'At John Stretch Park ' (1) ·
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'I-95 NB -Lk Washington Rd' (1) ·
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'No. City Line Boca Raton ' (1) ·
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'Saxon Blvd EB - I-4 ' (1) ·
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'SR-404 EB - Indian River ' (1) ·
'SR-404 EB -Indian Riv Rel' (1) ·
'SR-404 WB - Indian River ' (1) ·
'SR-404 WB-Indian River ' (1) ·
'SR-528 EB over SR-3 ' (1) ·
'SR-528 WB over SR-3 ' (1) ·
'US 192 WB over Indian Riv' (1) ·
'US-192 EB - Indian Riv ' (1) ·
I-95 SB -Lk Washington Rd (1)
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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)
Bridge foundations (including piles) on dry land well above flood water elevations. (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)
Showing below up to 25 results in range #1 to #25.
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