Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- definition (254)
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Use the filters below to narrow your results.
'Bulow Creek ' (1) ·
'Canal ' (1) ·
'Deep Ck. Diversion Cnl ' (1) ·
'Drainage Canal ' (1) ·
'F.E.C. Railroad ' (1) ·
'Halifax Canal ' (1) ·
'Lake Ashby Canal ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD L-5 CANAL ' (1) ·
'LWDD LAT 16 CANAL ' (1) ·
'Rose Bay Canal ' (1) ·
'SFWMD L-13 CANAL ' (1) ·
'Spruce Creek ' (1) ·
'Turnbull Creek ' (1)
'BELVEDERE RD EB ' (1) ·
'BELVEDERE RD WB ' (1) ·
'Center Avenue ' (1) ·
'CR-700 ' (1) ·
'Hurley Blvd ' (1) ·
'Lake Ashby Road ' (1) ·
'Main Street ' (1) ·
'Malabar Rd ' (1) ·
'MARGINAL RD ' (1) ·
'Maytown Road ' (1) ·
'Old Dixie Highway ' (1) ·
'Pioneer Trail ' (1) ·
'Pioneer Trail ' (1) ·
'Robt J Conla Bl EB' (1) ·
'Robt J Conla Bl WB' (1) ·
'SEMINOLE DR ' (1) ·
'Walter Boardman Ln' (1)
704004 (1) ·
704150 (1) ·
704151 (1) ·
705919 (1) ·
794117 (1) ·
794118 (1) ·
794122 (1) ·
794123 (1) ·
794124 (1) ·
794126 (1) ·
794139 (1) ·
794141 (1) ·
794146 (1) ·
795521 (1) ·
930085 (1) ·
934205 (1) ·
934206 (1) ·
934214 (1) ·
934319 (1)
'0.15 mi East of Bay Drive' (1) ·
'0.1Mi S OF CR812 LANTANA ' (1) ·
'0.2 mile East of US-1 ' (1) ·
'0.3MI S OF PIONEER RD ' (1) ·
'0.9 mi E of Old Dixie Hwy' (1) ·
'1 mi S of Malabar Rd ' (1) ·
'1.3 miles East of CR-415 ' (1) ·
'1.35 mi North of SR-516 ' (1) ·
'1MI W OF SR 809 ' (1) ·
'2.5 Miles West of CR-509 ' (1) ·
'200ft. East of SR-415 ' (1) ·
'3.5 miles East of SR-415 ' (1) ·
'4.3 mi S of Wltr Brdmn Ln' (1) ·
'4.5 mi S of Wltr Brdmn Ln' (1) ·
'4.8 miles East of SR-415 ' (1) ·
'At Intersection w LPGA BL' (1) ·
'INT. OF CR-700 & CR-880 ' (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) ·
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 19 results in range #1 to #19.
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