Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
- News Link (111)
- Organization (18)
- Waterbody (27)
- bridge (13)
- bridge data (1468)
- definition (254)
- fips (487)
- repository (98)
- timeline (19)
- weblink (123)
Use the filters below to narrow your results.
'BULLDOG CANAL ' (1) ·
'CANAL ' (1) ·
'CANAL C-24 ' (1) ·
'CANAL E-4 ' (1) ·
'CANAL N. END LAKE IDA ' (1) ·
'COLLIER CREEK ' (1) ·
'Daytona Canal ' (1) ·
'EL RIO CANAL ' (1) ·
'ELKCAM WATERWAY ' (1) ·
'FEC Railroad ' (1) ·
'GARDEN CANAL ' (1) ·
'Halifax Canal ' (1) ·
'HILLSBORO L-14 CANAL ' (1) ·
'Indian River Relief ' (1) ·
'LAKE IDA CANAL ' (1) ·
'Reed Canal ' (1)
'Ballough Street ' (1) ·
'BARBER STREET ' (1) ·
'BEL LIDO DRIVE ' (1) ·
'CAMINO GARDENS BL ' (1) ·
'Center Avenue ' (1) ·
'CR-707(Citrus Ave)' (1) ·
'FLEMING STREET ' (1) ·
'MISSION HILL ROAD ' (1) ·
'NORTH SHORE DRIVE ' (1) ·
'NW 5TH STREET ' (1) ·
'PERIWINKLE DRIVE ' (1) ·
'Reed Ca Prk Ent Rd' (1) ·
'S. LAKE DRIVE ' (1) ·
'SAVONA BLVD. ' (1) ·
'Service Road ' (1) ·
'SW 18TH ST ' (1) ·
'SW 22ND WAY ' (1)
704048 (1) ·
795000 (1) ·
795521 (1) ·
796500 (1) ·
885601 (1) ·
885604 (1) ·
885605 (1) ·
930030 (1) ·
935206 (1) ·
935218 (1) ·
935303 (1) ·
935305 (1) ·
935306 (1) ·
935900 (1) ·
937702 (1) ·
940047 (1) ·
945256 (1)
'.3 mi South of Mason Ave ' (1) ·
'0.1MI E of SW 9TH AVE ' (1) ·
'0.2 mile East of US-1 ' (1) ·
'0.2Mi S of 45TH ST(CR702)' (1) ·
'0.3MI N of CR 512 ' (1) ·
'0.3MI W OF OLD DIXIE HWY.' (1) ·
'0.4 MI W of SR-7 (US-441)' (1) ·
'0.5MI N of GATLIN BLVD. ' (1) ·
'1.1MI N of CR 512 ' (1) ·
'1.8MI N OF CR 510 ' (1) ·
'100FT E OF SOUTH LAKE DR ' (1) ·
'150 FT E of SW 10TH ST ' (1) ·
'200FT N of NW 22ND STR ' (1) ·
'200ft. W of A1A ' (1) ·
'At Intersection w LPGA BL' (1) ·
'Citrus Ave/FEC RR ' (1) ·
'Intrsect w Reed Canal Rd ' (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) ·
N/A (1)
Bridge foundations determined to be stable for assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles (Example B) by assessment (i.e.,bridge foundations are on rock formations that have been determined to resist scour within the service life of the bridge), by calculations or by installation of properly designed countermeasures (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 17 results in range #1 to #17.