Drilldown: bridge data
From Indian River Lagoon Project
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'4th St. and Canal D ' (1) ·
'C-18 Canal ' (1) ·
'C-23 CANAL ' (1) ·
'Canal C-54 ' (1) ·
'Cypress Creek ' (1) ·
'HOWARD CREEK ' (1) ·
'I-4 ' (1) ·
'I-95 ' (1) ·
'I-95 (SR-9) ' (1) ·
'Indian River ' (1) ·
'Indian River Relief ' (1) ·
'Intracoastal Waterway ' (1) ·
'LOXAHATCHEE RIVER ' (1) ·
'Military Trail & CSX RR ' (1) ·
'SR 708 (Blue Heron Blvd)' (1) ·
'SR-91 (Florida Turnpike)' (1) ·
'Sykes Creek ' (1) ·
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'W.P.B. Canal (C-51) ' (1)
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'EB SR808 Glades Rd' (1) ·
'Fay Blvd. ' (1) ·
'I 95 SR 9 ' (1) ·
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'.05 mi N of Indian Rvr Co' (1) ·
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'1.7 miles North of SR 706' (1) ·
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'2.0 mi S of SR-60 ' (1) ·
'2.5 miles North of SR-706' (1) ·
'4.2MI NORTH OF SR-528 ' (1) ·
'800 ft West of I 95 ' (1) ·
'At Exit 76 ' (1) ·
'Fay Blvd. - I-95 ' (1) ·
'I-95 NB over US-1 ' (1) ·
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'Port St Lucie / FL TPK. ' (1) ·
'Saxon Blvd EB - I-4 ' (1) ·
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'US 192 WB over Indian Riv' (1) ·
'US-192 EB - Indian Riv ' (1)
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Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. (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) ·
Bridge closed because of channel failure. Corrective action may put back in light service. (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 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 25 results in range #1 to #25.
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