Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- definition (254)
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Use the filters below to narrow your results.
'BRANCH OF C-44 CANAL ' (1) ·
'C-23 CANAL ' (1) ·
'CANAL ' (1) ·
'COLLIER CREEK ' (1) ·
'EAST TURTLE CREEK ' (1) ·
'EL RIO CANAL ' (1) ·
'Indian River Relief ' (1) ·
'LK OSBORNE DR& CENTER DR' (1) ·
'LK OSBORNE DR&CENTER DR ' (1) ·
'LOXAHATCHEE RIVER ' (1) ·
'MAIN CANAL ' (1) ·
'N RELIEF CANAL ' (1) ·
'POPPELTON CREEK ' (1) ·
'TAYLOR CREEK ' (1) ·
'US-17/92 ' (1)
'6TH AVE SO. EB ' (1) ·
'6TH AVE SO. WB ' (1) ·
'BARBER STREET ' (1) ·
'BEL LIDO DRIVE ' (1) ·
'COUNTRY CLUB DRIVE' (1) ·
'COUNTY LINE RD ' (1) ·
'CR 613 (58TH AVE) ' (1) ·
'CR605 OLD DIXIE HW' (1) ·
'CR714 PALM CITY RD' (1) ·
'CR726(CITRUS BLVD)' (1) ·
'FLEMING STREET ' (1) ·
'MURPHY RD ' (1) ·
'SE ISLAND WAY ROAD' (1) ·
'Service Road ' (1) ·
'SR-472 ' (1) ·
'SW 18TH ST ' (1)
704048 (1) ·
790055 (1) ·
884053 (1) ·
884055 (1) ·
885604 (1) ·
885605 (1) ·
890015 (1) ·
890039 (1) ·
894003 (1) ·
894019 (1) ·
894021 (1) ·
934302 (1) ·
934307 (1) ·
935218 (1) ·
935900 (1) ·
940029 (1)
'0.2 mile East of US-1 ' (1) ·
'0.2MI E of LOXAHATCHEE RD' (1) ·
'0.3 MILES NORTH OF US-1 ' (1) ·
'0.3MI N of CR 512 ' (1) ·
'0.3MI W OF OLD DIXIE HWY.' (1) ·
'0.4MI N OF 49TH ST. ' (1) ·
'0.6MI W OF I-95 ' (1) ·
'0.6MI WEST OF I-95 ' (1) ·
'1.1MI N of CR 512 ' (1) ·
'1.1MI NW OF HIGH MEADOW ' (1) ·
'1/2MI S of US-1 ' (1) ·
'2.5Mi W of US-1 ' (1) ·
'200ft. W of A1A ' (1) ·
'3.6 Mi. E of SR-710 ' (1) ·
'50FT. S OF 30TH STREET ' (1) ·
'SR-472 over US-17/92 ' (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 being eroded. River control devices and/or embankment have major damage. Trees and brush restrict the channel. (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) ·
N/A (1)
Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required to protect exposed foundations (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) ·
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 16 results in range #1 to #16.
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