Drilldown: bridge data
From Indian River Lagoon Project
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bridge data > Features 006a :
'LWDD E-3 CANAL ' or
'PAHOKEE DRAIN CANAL M-2 '
& Inspect Date 090:
02-18
Use the filters below to narrow your results.
'10TH AVE NORTH ' (1) ·
'BELVEDERE RD EB ' (1) ·
'BELVEDERE RD WB ' (1) ·
'Boynton Bch Blvd. ' (1) ·
'CRESTHAVEN BLVD ' (1) ·
'Gateway Blvd. ' (1) ·
'HATTON HIGHWAY ' (1) ·
'HYPOLUXO ROAD EB ' (1) ·
'HYPOLUXO ROAD WB ' (1) ·
'LE CHALET BLVD ' (1) ·
'PALMETTO PK RD ' (1) ·
'PIPER'S GLEN ROAD ' (1) ·
'PURDY LANE ' (1) ·
'S. VERDE TRAIL ' (1) ·
'SUMMIT BLVD ' (1) ·
'SW 18th STREET EB ' (1) ·
'SW 18TH STREET WB ' (1) ·
'VIA DELRAY BLVD ' (1) ·
'W. CAMINO REAL ' (1) ·
'WALLIS ROAD ' (1)
930438 (1) ·
934205 (1) ·
934206 (1) ·
934223 (1) ·
934228 (1) ·
934322 (1) ·
934326 (1) ·
934345 (1) ·
934346 (1) ·
934348 (1) ·
934363 (1) ·
934406 (1) ·
934427 (1) ·
934487 (1) ·
934553 (1) ·
934900 (1) ·
934901 (1) ·
934902 (1) ·
934903 (1) ·
934940 (1)
'0.4MI W OF HAVERHILL BLVD' (1) ·
'0.5 MI WEST OF SR-809 ' (1) ·
'0.5 MI W OF HAVERHILL RD ' (1) ·
'0.5 MILES WEST OF SR-809 ' (1) ·
'0.5MI W OF HAVERHILL ROAD' (1) ·
'0.5MI W OF MILITARY TRAIL' (1) ·
'0.5MI W of SR-809 Mil Trl' (1) ·
'0.8Mi W OF MILITARY TRAIL' (1) ·
'0.9MI W OF MILITARY TRAIL' (1) ·
'1.0MI W OF MILITARY TRAIL' (1) ·
'1.2MI S OF US-98 ' (1) ·
'1MI W OF SR 809 ' (1) ·
'1MI W of SR809 MIL. TRL ' (1) ·
'ADJ W SIDE MILITARY TRAIL' (1) ·
'At S Military Trail ' (1) ·
'AT SR-809 / WCAMINOREA ' (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)
Showing below up to 20 results in range #1 to #20.
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