Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
'ARCHIES CREEK ' (1) ·
'BOYNTON CANAL ' (1) ·
'CANAL E-4 ' (1) ·
'Canal No. 1 (Rim Canal) ' (1) ·
'E 3.5 AIRPORT CANAL ' (1) ·
'E-2 Canal ' (1) ·
'E3 CANAL ' (1) ·
'FLORIDA TURNPIKE ' (1) ·
'JONES CREEK ' (1) ·
'KELLER CANAL ' (1) ·
'Lake Worth Relief ' (1) ·
'RETENTION POND ' (1) ·
'SIMS CREEK ' (1) ·
'Turnpike (SR-91) ' (1) ·
'WPB Canal (C-51) ' (1)
'45th Street CR-702' (1) ·
'BELVEDERE ROAD ' (1) ·
'Blue Heron Blvd ' (1) ·
'CENTER DRIVE ' (1) ·
'CENTER STREET ' (1) ·
'CHERRY ROAD ' (1) ·
'DYER PARK ROAD ' (1) ·
'Forest Hill Blvd. ' (1) ·
'Hatton Road ' (1) ·
'JOG ROAD (NB) ' (1) ·
'LAKE IDA ROAD ' (1) ·
'McClure Road ' (1) ·
'NORTHLAKE BLVD(EB)' (1) ·
'NORTHLAKE BLVD(WB)' (1) ·
'PROSPERITY FARM RD' (1)
930446 (1) ·
930545 (1) ·
934137 (1) ·
934140 (1) ·
934146 (1) ·
934147 (1) ·
934148 (1) ·
934149 (1) ·
934166 (1) ·
934229 (1) ·
934282 (1) ·
934357 (1) ·
934552 (1) ·
934951 (1) ·
934964 (1) ·
934965 (1) ·
936701 (1)
'0.1MI W of HAVERHILL RD. ' (1) ·
'0.3MI E OF CONGRESS ' (1) ·
'0.4 MILE EAST OF SR-809 ' (1) ·
'0.5 MILE WEST OF JOG RD ' (1) ·
'0.6MI NE OF INDIANTOWN RD' (1) ·
'0.7MI N OF BOYNTON BEACH ' (1) ·
'0.8MI E of INDIANTOWN RD ' (1) ·
'0.9 MILE N OF PGA BLVD. ' (1) ·
'1 Mi. S of US-441 ' (1) ·
'1.0 M West of Haverhill R' (1) ·
'1.1 MI E OF JOG ROAD ' (1) ·
'1.5MI W OF MILITARY TRAIL' (1) ·
'1MI SW OF US-441 ' (1) ·
'IN JOHN PRINCE PARK ' (1) ·
'Just west of I-95 ' (1) ·
'SR-A1A East of ICWW ' (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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