Drilldown: bridge data
From Indian River Lagoon Project
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'C-51 CANAL ' (1) ·
'CANAL ' (1) ·
'CORAL GARDENS OUTFALL ' (1) ·
'EAST TURTLE CREEK ' (1) ·
'EL RIO (E-4) CANAL ' (1) ·
'EL RIO CANAL ' (1) ·
'JOANN CANAL ' (1) ·
'L-5 Canal ' (1) ·
'LAKE IDA CANAL ' (1) ·
'LATERAL A CANAL ' (1) ·
'Little Haw Creek ' (1) ·
'LOXAHATCHEE RIVER ' (1) ·
'RANGE LINE CANAL ' (1) ·
'SEBASTIAN RIVER PRONG ' (1) ·
'SUBDIVISION CANAL ' (1) ·
'TIDAL CANAL ' (1) ·
'Turkey Creek ' (1)
'BEL LIDO DRIVE ' (1) ·
'CAMINO GARDENS EB ' (1) ·
'CAMINO GARDENS WB ' (1) ·
'CORAL DRIVE ' (1) ·
'COUNTY LINE RD ' (1) ·
'CR-505 ROSELAND RD' (1) ·
'CR-508 (69TH ST.) ' (1) ·
'CR-510 WABASSO RD ' (1) ·
'CR-880 ' (1) ·
'HURON WAY ' (1) ·
'Levee Road ' (1) ·
'LOWSON BOULEVARD ' (1) ·
'Old Daytona Rd ' (1) ·
'Old Samsula Dr ' (1) ·
'SE ISLAND WAY ROAD' (1) ·
'SIMARA STREET ' (1) ·
'SW 22ND WAY ' (1) ·
'VENICE DRIVE ' (1)
794020 (1) ·
794065 (1) ·
880044 (1) ·
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'0.03Mi E of CYPRESS WAY ' (1) ·
'0.1Mi E of ONTARIO DRIVE ' (1) ·
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'0.1Mi W of Marsh Road ' (1) ·
'0.1MI W of US-98 / SR-441' (1) ·
'0.2 MI W of CONGRESS AVE ' (1) ·
'0.2MI E of LOXAHATCHEE RD' (1) ·
'0.3 mi North of Taylor Rd' (1) ·
'0.6 Mile West of US-27 ' (1) ·
'1.1MI Wof CR-615(66th St)' (1) ·
'1.7MI N OF CR-512 ' (1) ·
'14.8 Mi West of US-27 ' (1) ·
'150 FT E of SW 10TH ST ' (1) ·
'1MI W OF CR-615 ' (1) ·
'2.5Mi W of US-1 ' (1) ·
'200ft. W of A1A ' (1) ·
'3.2MI W OF US-1 ' (1) ·
'6.0 Mi. West of US-27 ' (1) ·
'650FT E OF SEWALLS PT. RD' (1) ·
'CR-615 (66TH AVE.) ' (1)
26195649 (1) ·
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81162090 (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 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 22 results in range #1 to #22.
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