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.
'Banana River ' (1) ·
'COUNTY LINE CANAL C-23 ' (1) ·
'Indian River East Relief' (1) ·
'Indian River Relief ' (1) ·
'Lake Worth Relief ' (1) ·
'LATERAL CANAL #38 ' (1) ·
'LOXAHATCHEE CREEK ' (1) ·
'LOXAHATCHEE WPB CANAL ' (1) ·
'RELIEF CANAL ' (1) ·
'SHAWANO DRAINAGE DITCH ' (1) ·
'Turnbull Creek (East) ' (1) ·
'Turnbull Creek (West) ' (1) ·
'W. Relief Indian River ' (1) ·
Banana River Relief (1)
'AVENUE OF PGA ' (1) ·
'Blue Heron Blvd ' (1) ·
'BROWNS FARM/CR-827' (1) ·
'Jensen Bch. Cswy. ' (1) ·
'SR-520 ' (1) ·
'SR-732 Jensen Bch.' (1) ·
'SR510 Wabasso Road' (1) ·
'SR91 N/S TPK 103.1' (1) ·
'SR91 N/S TPK 117.5' (1) ·
'SR91 N/S TPK 138.1' (1) ·
'SR91 N/S TPK 92.1 ' (1) ·
'Volco Road ' (1) ·
SR-520 (1)
700192 (1) ·
700208 (1) ·
794131 (1) ·
794133 (1) ·
880052 (1) ·
890083 (1) ·
890138 (1) ·
890146 (1) ·
930223 (1) ·
930235 (1) ·
930241 (1) ·
930545 (1) ·
934518 (1) ·
937005 (1)
'.75mi E. of Indian R Dr. ' (1) ·
'0.1 MI S of PGA BLVD ' (1) ·
'0.2 MI S OF MARTIN CO LIN' (1) ·
'0.5Mi East of US-1 ' (1) ·
'1.2 MI NO OF LANTANA RD ' (1) ·
'3.0 MI NORTH OF SR-704 ' (1) ·
'3.0 Miles West of US-1 ' (1) ·
'3.3 Miles West of US-1 ' (1) ·
'3.4MI NORTH OF SR-714 ' (1) ·
'9.5 MI S OF CR-880 ' (1) ·
'SR-520 - Banana River ' (1) ·
'SR-A1A East of ICWW ' (1) ·
'W. of Jensen Bch. Cswy. ' (1) ·
SR-520 - Banana River (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 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 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 14 results in range #1 to #14.