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.
'Bulow Creek ' (1) ·
'C-18 Canal ' (1) ·
'CANAL E-4 ' (1) ·
'L.W.D.D. E-4 CANAL ' (1) ·
'LEVEE NO.8 ' (1) ·
'Little Cow Creek ' (1) ·
'LWDD E-4 Canal ' (1) ·
'LWDD LATERAL 30 CANAL ' (1) ·
'LWDD LATERAL 32 CANAL ' (1) ·
'M-1 CANAL ' (1) ·
'Rose Bay Canal ' (1) ·
'Samsula Canal ' (1) ·
Indian River ICW (1)
'CONGRESS AVE NB ' (1) ·
'CONGRESS AVE SB ' (1) ·
'Cow Creek Road ' (1) ·
'CRESTWOOD BLVD. N ' (1) ·
'GATEWAY BLVD (EB) ' (1) ·
'GATEWAY BLVD (WB) ' (1) ·
'Hunting Camp Road ' (1) ·
'Main Street ' (1) ·
'OLD GERMANTOWN RD ' (1) ·
'Quantum Blvd. ' (1) ·
'Samsula Drive ' (1) ·
'SR-80WB (Southern)' (1) ·
'Walter Boardman Ln' (1) ·
'WB SR-710 ' (1) ·
SR-518 (1)
700184 (1) ·
794122 (1) ·
794126 (1) ·
794130 (1) ·
794184 (1) ·
794185 (1) ·
930362 (1) ·
930407 (1) ·
934482 (1) ·
934930 (1) ·
934931 (1) ·
934932 (1) ·
934933 (1) ·
935307 (1) ·
935308 (1) ·
936375 (1) ·
937367 (1)
'0.19Mi. E of Congress Ave' (1) ·
'0.2 MI S OF LAKE IDA ROAD' (1) ·
'0.2 mile East of US-1 ' (1) ·
'0.2MI S OF LAKE IDA ROAD ' (1) ·
'0.3MI E OF CONGRESS BLVD ' (1) ·
'0.3MI W OF ROYAL PALM BL ' (1) ·
'0.4 MI W OF CONGRESS AVE ' (1) ·
'0.6 Mile South of SR-442 ' (1) ·
'0.8 MI N OF LAKE IDA ROAD' (1) ·
'0.9 mi E of Old Dixie Hwy' (1) ·
'1.0 mi. S of SR-44 ' (1) ·
'1.3 miles South of SR-44 ' (1) ·
'3 Miles West of SR-786 ' (1) ·
'PUMP STA AT 20 MI BEND ' (1) ·
SR-518 over Indian River (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)
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 assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles by assessment, 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 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.
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