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.
ObjectID:
'Banana River ' (1) ·
'Barge Canal ' (1) ·
'C-54 Canal ' (1) ·
'Fellsmere Canal ' (1) ·
'Goat Creek ' (1) ·
'Indian River ' (1) ·
'Indian River IWW ' (1) ·
'Indian River Relief ' (1) ·
'Indian River Relief East' (1) ·
'Indian River West Relief' (1) ·
'Sawgrass Creek ' (1) ·
'Sottile Canal ' (1) ·
'St Johns River ' (1) ·
'St. Johns River ' (1) ·
'Sykes Creek ' (1) ·
'Tillman Canal ' (1) ·
'Turkey Creek ' (1) ·
Sottile Canal (1)
'I-95 ' (1) ·
'I-95 NB ' (1) ·
'I-95 SB ' (1) ·
'Port Malabar Bl EB' (1) ·
'Port Malabar BL WB' (1) ·
'SR-3 ' (1) ·
'SR-404 EB ' (1) ·
'SR-404 WB ' (1) ·
'SR-50 EB ' (1) ·
'SR-50 WB ' (1) ·
'SR-507 NB ' (1) ·
'SR-520 ' (1) ·
'SR-520 EB ' (1) ·
'SR-520 WB ' (1) ·
'SR-528 ' (1) ·
'SR-528 WB ' (1) ·
'US-1 SB ' (1) ·
'US-192 EB ' (1) ·
'US-192 WB ' (1) ·
I-95 (1)
Number 008:
'0.5 mile E. of US-1 ' (1) ·
'0.5 Mile East of U.S 1 ' (1) ·
'0.7MI W OF SR-401 ' (1) ·
'1.0MI E OF BANANA RIV DR ' (1) ·
'1.6 miles East of SR-507 ' (1) ·
'Buffer Preserve Drive ' (1) ·
'I-95 NB - Tillman Canal ' (1) ·
'I-95 SB - Sottile Canal ' (1) ·
'I-95 SB- Tillman Canal ' (1) ·
'Over Fellsmere Canal ' (1) ·
'SR-3 NB over Barge Canal ' (1) ·
'SR-3 SB over Barge Canal ' (1) ·
'SR-404 EB - Banana River ' (1) ·
'SR-404 EB - Indian River ' (1) ·
'SR-404 EB -Indian Riv Rel' (1) ·
'SR-404 WB - Banana River ' (1) ·
'SR-404 WB - Indian River ' (1) ·
'SR-404 WB-Indian River ' (1) ·
'SR-50 EB -St Johns River ' (1) ·
'SR-50 WB -St Johns River ' (1) ·
'SR-507 NB - Tillman Canal' (1) ·
'SR-520 EB - Banana River ' (1) ·
'SR-520 EB-St. Johns River' (1) ·
'SR-520 WB - Banana River ' (1) ·
'SR-520 WB -St Johns River' (1) ·
'SR-528 EB - Indian River ' (1) ·
'SR-528 EB - Sykes Creek ' (1) ·
'SR-528 EB-St Johns River ' (1) ·
'SR-528 WB - Indian River ' (1) ·
'SR-528 WB - Sykes Creek ' (1) ·
'SR-528 WB-St Johns River ' (1) ·
'US-1 SB over Goat Creek ' (1) ·
'US-192 EB - Indian Riv ' (1) ·
'US-192 EB - Indian River ' (1) ·
'US-192 WB-Indian River ' (1) ·
'US-192EB - Sawgrass Creek' (1) ·
I-95 NB - Sottile Canal (1)
Latitude 016:
Longitude 017:
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 being eroded. River control devices and/or embankment have major damage. Trees and brush restrict the channel. (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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (1)
Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. (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 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) ·
Countermeasures have been installed to mitigate an existing problem with scour and to reduce the risk of bridge failure during a flood event. Instructions contained in a plan of action have been implemented to reduce the risk to users from a bridge failure during or immediately after a flood event. (1)
Showing below up to 41 results in range #1 to #41.
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