Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- bridge data (1468)
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Use the filters below to narrow your results.
'Belcher Canal (C-25) ' (1) ·
'C-15 CANAL ' (1) ·
'C-37 Canal ' (1) ·
'CANAL C-17 ' (1) ·
'CANAL E-2-E(BOYN BC INT)' (1) ·
'CR 702 45th Street ' (1) ·
'CR 782 Linton Blvd ' (1) ·
'CR 812 LANTANA RD ' (1) ·
'FECRR ' (1) ·
'MAIN RELIEF CANAL ' (1) ·
'SB I-95 To EB 706 ' (1) ·
'Sottile Canal ' (1) ·
'SR 91 TPK ' (1) ·
'SR-513 ' (1) ·
'SR-806 Atlantic Ave ' (1) ·
'Taylor Creek ' (1) ·
'Turkey Creek ' (1) ·
Sottile Canal (1)
'CONGRESS AVE ' (1) ·
'CR-611 43RD AVE. ' (1) ·
'CR68 ORNG AV 156.1' (1) ·
'I 95 SR 9 ' (1) ·
'I-95 ' (1) ·
'Juanita Ave. ' (1) ·
'Kings Highway ' (1) ·
'NB I 95 SR 9 ' (1) ·
'Palm Bay Library ' (1) ·
'PARK AVE. W. ' (1) ·
'Port Malabar Bl EB' (1) ·
'Port Malabar BL WB' (1) ·
'SB I 95 SR 9 ' (1) ·
'SR-404 EB ' (1) ·
'SR-404 WB ' (1) ·
'SR-405 EB ' (1) ·
'SR-405 WB ' (1) ·
'SR-91 TPK NS 81.77' (1) ·
'SR91 NB TPK 86.88 ' (1) ·
'SR91 NB TPK 91.26 ' (1) ·
'SR91 SB TPK 91.26 ' (1) ·
'WB 706 To SB I-95 ' (1) ·
I-95 (1)
700002 (1) ·
700083 (1) ·
700096 (1) ·
700103 (1) ·
700149 (1) ·
700155 (1) ·
704256 (1) ·
705910 (1) ·
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884056 (1) ·
930376 (1) ·
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930499 (1) ·
930500 (1) ·
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931003 (1) ·
931006 (1) ·
934164 (1) ·
934470 (1) ·
940007 (1) ·
940056 (1) ·
944017 (1)
'0.1Mi W of US-1 ' (1) ·
'0.3MI W OF CONGRESS AVE ' (1) ·
'0.4MI S OF LINTON BLVD ' (1) ·
'1.5 miles South of SR 806' (1) ·
'1.5mi. N of SR-68 ' (1) ·
'1.6 miles East of SR-507 ' (1) ·
'10ft. E of Minton Road ' (1) ·
'2.1 M S OF LAKEWORTH INTR' (1) ·
'2.1MI S LAKEWORTH INTERCH' (1) ·
'2.9 MI N OF SR-70 ' (1) ·
'250ft North of SR-60 ' (1) ·
'5.1 MI SOUTH OF SR-804 ' (1) ·
'6.2 MILES SOUTH OF SR-802' (1) ·
'At Exit 74 ' (1) ·
'I 95 SR 706 interchange ' (1) ·
'I-95 SB - Sottile Canal ' (1) ·
'SR-404 EB over SR-513 ' (1) ·
'SR-404 WB - SR-513 ' (1) ·
'SR-405 EB - FECRR ' (1) ·
'SR-405 WB - FECRR ' (1) ·
I-95 NB - Sottile Canal (1)
26252844 (1) ·
26262220 (1) ·
26271349 (1) ·
26313526 (1) ·
26352544 (1) ·
26352545 (1) ·
26453240 (1) ·
26475062 (1) ·
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27265121 (1) ·
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28313962 (1) ·
28314033 (1)
80052000 (1) ·
80052100 (1) ·
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80052810 (1) ·
80053227 (1) ·
80090390 (1) ·
80101977 (1) ·
80102377 (1) ·
80102433 (1) ·
80102834 (1) ·
80201872 (1) ·
80235687 (1) ·
80253838 (1) ·
80254872 (1) ·
80353417 (1) ·
80353519 (1) ·
80354529 (1) ·
80354573 (1) ·
80362348 (1) ·
80362349 (1) ·
80401795 (1) ·
80472690 (1) ·
80472715 (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) ·
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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (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 assessed or calculated scour conditions; field review indicates action is required to protect exposed foundations (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 23 results in range #1 to #23.
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