Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- Waterbody (27)
- bridge (13)
- bridge data (1468)
- definition (254)
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- timeline (19)
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Use the filters below to narrow your results.
'BRANCH OF INDIAN RIVER ' (1) ·
'Canal ' (1) ·
'COLLIER CREEK ' (1) ·
'CORAL GARDENS OUTFALL ' (1) ·
'Crane Creek ' (1) ·
'DRAINAGE DITCH ' (1) ·
'Eau Gallie River ' (1) ·
'Golf Cart Underpass ' (1) ·
'Little Haw Swamp ' (1) ·
'Little Tomoka River ' (1) ·
'Nova Canal ' (1) ·
'Range Line Canal ' (1) ·
'Rowland Canal ' (1)
'16th Street ' (1) ·
'Big Tree Road ' (1) ·
'Central Blvd. ' (1) ·
'Croton Road ' (1) ·
'Dubber Road ' (1) ·
'FLEMING STREET ' (1) ·
'HURON WAY ' (1) ·
'ISLAND RD. ' (1) ·
'SE HARBOR ISLAND ' (1) ·
'SR 614 (INDRIO-RD)' (1) ·
'SR-40 ' (1) ·
'SR-5A ' (1) ·
'SR91 N/S TPK 139.7' (1) ·
'SR91 TPK 134.1 ' (1) ·
'STAR ISLAND WAY ' (1) ·
'Truck Trail #12 ' (1) ·
'Tucker Lane ' (1) ·
'West Farms Road ' (1)
704093 (1) ·
704176 (1) ·
705601 (1) ·
790026 (1) ·
790183 (1) ·
790800 (1) ·
794154 (1) ·
884081 (1) ·
885604 (1) ·
890067 (1) ·
894017 (1) ·
894018 (1) ·
894048 (1) ·
894056 (1) ·
895501 (1) ·
934175 (1) ·
940061 (1) ·
940137 (1)
'0.1Mi E of ONTARIO DRIVE ' (1) ·
'0.2 Mile S of Aurora Road' (1) ·
'0.2Mi E of GOMEZ AVE. ' (1) ·
'0.3Mi E of GOMEZ AVE. ' (1) ·
'0.3MI N of CR 512 ' (1) ·
'0.4 Mi. S. of Beville Rd ' (1) ·
'0.51MI SOUTH OF SR-714 ' (1) ·
'0.6 MI E OF I-95 ON SR614' (1) ·
'0.95 MI N of PGA Blvd. ' (1) ·
'1.0 Mile West of SR-710 ' (1) ·
'1.2 miles South of SR-520' (1) ·
'1.6 MI N OF MARTIN CO ' (1) ·
'100 ft West of Ruffner Rd' (1) ·
'100FT Eof SEWALLS PT. RD.' (1) ·
'2.96 Mi. West of I-95 ' (1) ·
'At 74th Avenue ' (1) ·
'Lake George Conservation ' (1) ·
'SR-5A - Big Tree Rd ' (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) ·
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) ·
N/A (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 18 results in range #1 to #18.