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.
'C-51 Canal ' (1) ·
'Canal ' (1) ·
'Crane Creek Canal L-7 ' (1) ·
'Danforth Creek ' (1) ·
'E-1 Canal ' (1) ·
'E-2 Canal ' (1) ·
'E3-canal ' (1) ·
'Frazier Creek ' (1) ·
'Intracoastal Waterway ' (1) ·
'Konomac Canal ' (1) ·
'L-6 Canal ' (1) ·
'LWDD E-2E Canal ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'MAPLE CREEK ' (1) ·
'Reed Canal ' (1) ·
'Tidal Canal ' (1)
'EB SR - 714 ' (1) ·
'Fort Florida Road ' (1) ·
'Fountainhead Blvd.' (1) ·
'Hatton Road ' (1) ·
'Hypoluxo Rd ' (1) ·
'HYPOLUXO ROAD EB ' (1) ·
'HYPOLUXO ROAD WB ' (1) ·
'Indian Rvrsd Pk Rd' (1) ·
'Island Drive ' (1) ·
'LANTANA RD.CR-812 ' (1) ·
'Lantana Road ' (1) ·
'MAPP RD ' (1) ·
'Melaleuca Lane ' (1) ·
'Saul Street ' (1) ·
'Service Road ' (1) ·
'SR A1A ' (1) ·
'SR-5 (US-1) ' (1) ·
'SR-807 Congress Av' (1) ·
'WB SR - 714 ' (1)
705603 (1) ·
794162 (1) ·
796518 (1) ·
890002 (1) ·
890134 (1) ·
890135 (1) ·
894033 (1) ·
894063 (1) ·
930269 (1) ·
930466 (1) ·
934345 (1) ·
934346 (1) ·
934360 (1) ·
934361 (1) ·
934362 (1) ·
934366 (1) ·
934517 (1) ·
934552 (1) ·
936656 (1)
'.1 Mile W of US-A1A ' (1) ·
'0.1 mi E of Wickham Road ' (1) ·
'0.4 mi N. of SR-80 ' (1) ·
'0.5mi. East of US-1 ' (1) ·
'1 Mi. S of US-441 ' (1) ·
'1.0MI W OF MILITARY TRAIL' (1) ·
'1.0mile south of SR-80 ' (1) ·
'1.1Mi W of Miltiary Trail' (1) ·
'1.9MI S of CR-714 ' (1) ·
'100ft E of Fla Turnpike ' (1) ·
'2.2 mi West of US-17/92 ' (1) ·
'2.5 mi East of TPK Exit ' (1) ·
'ADJACENT TO US-441 ' (1) ·
'At Reed Canal Road ' (1) ·
'AT SR-7 & Hypoluco Rd ' (1) ·
'Indian Riverside Park ' (1) ·
'SR-5 S of Roosevelt BR ' (1)
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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (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 with "unknown" foundation that has not been evaluated for scour. Until risk can be determined, a plan of action should be developed and implemented to reduce the risk to users from abridge failure during and immediately after a flood event. (1)
Showing below up to 19 results in range #1 to #19.
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