Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
'C-23 CANAL ' (1) ·
'CR-515 & Indian River ' (1) ·
'Cypress Creek ' (1) ·
'East Indian River Relief' (1) ·
'HOWARD CREEK ' (1) ·
'Indian River ' (1) ·
'Indian River Relief ' (1) ·
'Intracoastal Waterway ' (1) ·
'LOXAHATCHEE RIVER ' (1) ·
'SR 708 (Blue Heron Blvd)' (1) ·
'Sykes Creek ' (1) ·
'W.P.B. Canal (C-51) ' (1)
700109 (1) ·
704144 (1) ·
880050 (1) ·
880052 (1) ·
890115 (1) ·
890116 (1) ·
890149 (1) ·
894003 (1) ·
930154 (1) ·
930226 (1) ·
930373 (1) ·
930375 (1) ·
930519 (1) ·
945250 (1)
'.75 miles South of SR-882' (1) ·
'0.5Mi East of US-1 ' (1) ·
'0.6MI W OF US-1 ' (1) ·
'1.1MI NW OF HIGH MEADOW ' (1) ·
'1.2MI East of US-1 ' (1) ·
'1.7 miles North of SR 706' (1) ·
'1.9mi W of N Banana Ri Dr' (1) ·
'2.5 miles North of SR-706' (1) ·
'At Exit 76 ' (1) ·
'East of Ernest Lyons Bri.' (1) ·
'EB SR800 .2mi West of A1A' (1) ·
'SR-528 EB over CR-515 ' (1) ·
'WB SR800.2Mi west of US-1' (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) ·
Bridge closed because of channel failure. Corrective action may put back in light service. (1) ·
N/A (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 14 results in range #1 to #14.
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