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.
'ARCHIES CREEK ' (1) ·
'CYPRESS CREEK ' (1) ·
'EPB CANAL C-3 ' (1) ·
'FLORIDA TURNPIKE ' (1) ·
'Golf Cart Underpass ' (1) ·
'I-95 ' (1) ·
'INTRACOASTAL WATERWAY ' (1) ·
'LAKE OSBOURNE ' (1) ·
'LWDD C-17 CANAL ' (1) ·
'LWDD LAT 17 CANAL ' (1) ·
'LWDD LAT CANAL 17 ' (1) ·
'RCA CANAL ' (1) ·
'RETENTION POND ' (1)
'Central Blvd. ' (1) ·
'CONGRESS AVE NB ' (1) ·
'CONGRESS AVE SB ' (1) ·
'CR-812 OCEAN AVE ' (1) ·
'DONALD ROSS RD EB ' (1) ·
'DONALD ROSS RD WB ' (1) ·
'DYER PARK ROAD ' (1) ·
'Investment Lane ' (1) ·
'LANTANA ROAD EB ' (1) ·
'LANTANA ROAD WB ' (1) ·
'N. LAKE BLVD EB ' (1) ·
'N. LAKE BLVD WB ' (1) ·
'NORTHLAKE BLVD(EB)' (1) ·
'NORTHLAKE BLVD(WB)' (1) ·
'PROS. FARMS ROAD ' (1) ·
'PROSPERITY FARM RD' (1) ·
'PROSPERITY FARMSRD' (1)
930267 (1) ·
930268 (1) ·
934128 (1) ·
934129 (1) ·
934135 (1) ·
934137 (1) ·
934139 (1) ·
934140 (1) ·
934148 (1) ·
934149 (1) ·
934162 (1) ·
934175 (1) ·
934331 (1) ·
934332 (1) ·
934341 (1) ·
934342 (1) ·
934369 (1)
'0.1MI W of HAVERHILL RD. ' (1) ·
'0.2MI S OF DONALD ROSS ' (1) ·
'0.3 Mile East of US-1 ' (1) ·
'0.5 E of Military Trail ' (1) ·
'0.6 MI W OF I-95 ' (1) ·
'0.6 MI WEST OF I-95 ' (1) ·
'0.6Mi S OF CR-812 ' (1) ·
'0.8MI E OF I-95 ' (1) ·
'0.8MI EAST OF I-95 ' (1) ·
'0.9 MILE N OF PGA BLVD. ' (1) ·
'0.95 MI N of PGA Blvd. ' (1) ·
'1.1MI W OF US-1 ' (1) ·
'1.5MI W OF MILITARY TRAIL' (1) ·
'S SIDE OF RCA/MONET ROAD ' (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) ·
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)
Showing below up to 17 results in range #1 to #17.
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