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.
'B-19 Canal ' (1) ·
'C-51/WEST PALM BCH CANAL' (1) ·
'E-4 CANAL ' (1) ·
'H-20 CANAL ' (1) ·
'Indian River Relief ' (1) ·
'LATERAL CANAL D ' (1) ·
'LATERAL E DRAIN CANAL ' (1) ·
'LWDD CANAL E-1 ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'PARK LATERAL CANAL ' (1) ·
'RELIEF CANAL ' (1) ·
'SR-91 TPK-DRAINAGE CANAL' (1) ·
'SR-91 TPK/DRAINAGE CANAL' (1)
'10TH AVE NORTH ' (1) ·
'27TH STREET ' (1) ·
'74TH AVE. ' (1) ·
'97 TH STREET ' (1) ·
'AVENUE OF PGA ' (1) ·
'BINKS FOREST DRIVE' (1) ·
'CLINT MOORE RD ' (1) ·
'ELLISON WILSON RD ' (1) ·
'HICKORY DRIVE ' (1) ·
'HYPOLUXO ROAD WB ' (1) ·
'LARCH AVE ' (1) ·
'MINER RD. ' (1) ·
'Service Road ' (1) ·
'SW 18TH ST WB ' (1) ·
'SW 18TH ST. EB ' (1) ·
'Willow Run Blvd. ' (1)
704048 (1) ·
796401 (1) ·
884003 (1) ·
884023 (1) ·
885809 (1) ·
934131 (1) ·
934293 (1) ·
934345 (1) ·
934348 (1) ·
934925 (1) ·
934926 (1) ·
934929 (1) ·
934942 (1) ·
937005 (1) ·
937006 (1) ·
937007 (1)
'.2mi W of Clyde Morris Bl' (1) ·
'0.1 MI S of PGA BLVD ' (1) ·
'0.1MI W OF MILITARY TRAIL' (1) ·
'0.2 mile East of US-1 ' (1) ·
'0.2 MILE WEST OF US-1 ' (1) ·
'0.3MI E of CONGRESS AVE. ' (1) ·
'0.9MI W OF MILITARY TRAIL' (1) ·
'0.9MI W OF POWERLINE RD ' (1) ·
'1.0MI W OF MILITARY TRAIL' (1) ·
'1.3MI N OF PGA BLVD ' (1) ·
'AT 141st ST ' (1) ·
'AT 4TH STREET ' (1) ·
'AT US-441 (SOUTHERN BLVD)' (1) ·
'AT US-441 SR-7 ' (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)
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 16 results in range #1 to #16.
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