Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- Waterbody (27)
- bridge (13)
- bridge data (1468)
- definition (254)
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Use the filters below to narrow your results.
'Belvedere Road ' (1) ·
'BUCCANEER CANAL ' (1) ·
'BUTTERFLY CANAL ' (1) ·
'C-52 Canal ' (1) ·
'CANAL ' (1) ·
'CANAL E-4 ' (1) ·
'E-1 CANAL ' (1) ·
'E-2-E Canal ' (1) ·
'FL. TPK. SR-91 ' (1) ·
'Florida Turnpike (SR-91)' (1) ·
'FLORIDA TURNPIKE SR-91 ' (1) ·
'L-8 CANAL ' (1) ·
'LAKE IDA CANAL ' (1) ·
'LEVEE NO.8 ' (1) ·
'Rose Bay Canal ' (1) ·
'SR-91 (Fl. Tpk.) ' (1)
'Atlantic Ave. ' (1) ·
'Becker Rd. ' (1) ·
'BOB W RD 130TH ST.' (1) ·
'DATE PALM RD ' (1) ·
'INLET CAY DR. ' (1) ·
'JOG ROAD ' (1) ·
'Main Street ' (1) ·
'MISSION HILL ROAD ' (1) ·
'NB I 95 SR 9 ' (1) ·
'PGA Blvd. (SR 786)' (1) ·
'SR-60 EB ' (1) ·
'SR-60 WB ' (1) ·
'SR-714 ' (1) ·
'SR-80WB (Southern)' (1) ·
'SR806 Atlantic Ave' (1) ·
'SW 22ND WAY ' (1) ·
'WEST LAKE DRIVE ' (1)
794122 (1) ·
880090 (1) ·
880091 (1) ·
890159 (1) ·
930032 (1) ·
930265 (1) ·
930407 (1) ·
930463 (1) ·
930486 (1) ·
934297 (1) ·
934488 (1) ·
935201 (1) ·
935202 (1) ·
935305 (1) ·
935306 (1) ·
936264 (1) ·
936654 (1) ·
941001 (1)
'0.2 MI W OF A1A ' (1) ·
'0.2 mile East of US-1 ' (1) ·
'0.3 Mi. W of SE Bosko Dr ' (1) ·
'0.4 MILE S OF ROYAL PALM ' (1) ·
'0.4M S OF ROYAL PALM ' (1) ·
'0.5 MI S of FOREST HILL ' (1) ·
'1 mile North of SR 80 ' (1) ·
'1.0M S OF OKEECHOBEE BLVD' (1) ·
'100FT E OF SOUTH LAKE DR ' (1) ·
'150 FT E of SW 10TH ST ' (1) ·
'2Mi West of CR-512 ' (1) ·
'2Mi. West of CR-512 ' (1) ·
'300' E of FL Turnpike ' (1) ·
'AT SR-7 (Range Line Rd) ' (1) ·
'East of SR 7 on SR 806 ' (1) ·
'PUMP STA AT 20 MI BEND ' (1) ·
'Tpk/PGA Blvd interchange ' (1) ·
'Turnpike at Stuart exit. ' (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 18 results in range #1 to #18.
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