Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
'C-18 Canal ' (1) ·
'Canal L-14 ' (1) ·
'CR-515 & Indian River ' (1) ·
'Donald Ross Road ' (1) ·
'Drainage Canal ' (1) ·
'E-2-E Canal ' (1) ·
'I 95 SR 9 ' (1) ·
'I-95 (SR-9) ' (1) ·
'LWDD L-5 CANAL ' (1) ·
'Melb Tillman Canal 37 ' (1) ·
'Military Trail ' (1) ·
'PGA Blvd SR 786 ' (1) ·
'Service Rd & Canal ' (1) ·
'SR 786 PGA Blvd ' (1) ·
'SR 802 LAKE WORTH RD ' (1) ·
'SR-401 ' (1) ·
'Tomoka River ' (1)
'Congress Ave. ' (1) ·
'EB SR 704 ' (1) ·
'I 95 NB SR 9 ' (1) ·
'I 95 SR 9 ' (1) ·
'Malabar Rd ' (1) ·
'MARGINAL RD ' (1) ·
'NB I 95 SR 9 ' (1) ·
'NB I-95 ( SR-9 ) ' (1) ·
'Old Dixie Hwy. ' (1) ·
'SB I 95 SR 9 ' (1) ·
'SB I-95 ( SR-9 ) ' (1) ·
'SR-401 SB ' (1) ·
'SR-528 WB ' (1) ·
'SR806 Atlantic Ave' (1) ·
'SR91 N/S TPK 93.3 ' (1) ·
'W/B S.R. 704 ' (1)
700015 (1) ·
700030 (1) ·
700074 (1) ·
705953 (1) ·
794016 (1) ·
930032 (1) ·
930163 (1) ·
930183 (1) ·
930190 (1) ·
930210 (1) ·
930335 (1) ·
930336 (1) ·
930378 (1) ·
930382 (1) ·
930383 (1) ·
930386 (1) ·
930387 (1) ·
931001 (1) ·
934214 (1)
'.7mi. E of Congress Ave. ' (1) ·
'0.1 mi E of Minton Rd ' (1) ·
'0.25 mile North of SR 786' (1) ·
'0.3 mile South of SR 706 ' (1) ·
'0.3MI S OF PIONEER RD ' (1) ·
'0.4 mi S of Addison Drive' (1) ·
'0.5Mi South of 6th Ave S ' (1) ·
'1mi. N of North Lake Blvd' (1) ·
'1mi. N of Northlake Blvd.' (1) ·
'2.0 MILES N OF SR 812 ' (1) ·
'300' E of FL Turnpike ' (1) ·
'800 ft. S of SR 704 Exit ' (1) ·
'I-95 / Donald Ross Rd ' (1) ·
'South of Ramp to SR 706 ' (1) ·
'SR-401 SB - Barge Canal ' (1) ·
'SR-528 WB - CR-515 ' (1) ·
'SR-528 WB - SR-401 ' (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)
N/A (1) ·
Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. (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)
10236 (1) ·
123619 (1) ·
13132 (1) ·
136198 (1) ·
148776 (1) ·
1696 (1) ·
1800 (1) ·
278468 (1) ·
28194 (1) ·
33832 (1) ·
385170 (1) ·
44197 (1) ·
55954 (1) ·
68532 (1) ·
91351 (1)
Showing below up to 19 results in range #1 to #19.
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