Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
'BOYNTON CANAL C-16 ' (1) ·
'C-51 Canal ' (1) ·
'CORAL GARDENS OUTFALL ' (1) ·
'E 3.5 AIRPORT CANAL ' (1) ·
'E-2 Canal ' (1) ·
'E-3 CANAL ' (1) ·
'Horse Creek ' (1) ·
'I-95 ' (1) ·
'Lateral A Canal ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'SFC DIST CANAL NO 1 ' (1) ·
'WEST PALM BEACH CANAL ' (1) ·
'WILLOUGHBY CREEK ' (1)
'57th Street ' (1) ·
'BISCAYNE DRIVE ' (1) ·
'CHERRY ROAD ' (1) ·
'CONGRESS AVE ' (1) ·
'Croton Road ' (1) ·
'Dunn Avenue ' (1) ·
'HARRIS RD ' (1) ·
'Hatton Road ' (1) ·
'HURON WAY ' (1) ·
'LAWRENCE ROAD ' (1) ·
'NEW ENGLAND BLVD ' (1) ·
'NORFOLK BLVD. ' (1) ·
'SE ST LUCIE BLVD ' (1) ·
'Service Road ' (1)
704102 (1) ·
794189 (1) ·
884093 (1) ·
890102 (1) ·
894047 (1) ·
894048 (1) ·
934229 (1) ·
934259 (1) ·
934515 (1) ·
934517 (1) ·
934552 (1) ·
934904 (1) ·
934914 (1) ·
935750 (1)
'0.1Mi E of ONTARIO DRIVE ' (1) ·
'0.1MI E OF US-441 SR-7 ' (1) ·
'0.1MI. E of KANNER HWY ' (1) ·
'0.2 MI SOUTH OF 45TH ST ' (1) ·
'0.4 mi N. of SR-80 ' (1) ·
'0.4 MILE EAST OF SR-809 ' (1) ·
'0.5 MI W OF HAVERHILL RD ' (1) ·
'0.8Mi N OF BOYNTON BCH B ' (1) ·
'1 Mi. S of US-441 ' (1) ·
'1.7 Miles N of Aurora Rd.' (1) ·
'1/2MI S of INDIAN ST. ' (1) ·
'2.0 MI N of US-92 on I-95' (1) ·
'At CR-615 (66th Ave.) ' (1) ·
'AT TEDDAR 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) ·
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 14 results in range #1 to #14.
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