Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- bridge data (1468)
- definition (254)
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- weblink (123)
Use the filters below to narrow your results.
'Conners Canal ' (1) ·
'Deep Creek ' (1) ·
'Gabordy's Canal ' (1) ·
'Halifax Canal ' (1) ·
'Halifax River ' (1) ·
'I-4 ' (1) ·
'I-4 EB Ramp B ' (1) ·
'I-95 ' (1) ·
'IWW Indian River ' (1) ·
'Lake Ashby Canal ' (1) ·
'Little Haw Creek ' (1) ·
'Middle Haw Creek ' (1) ·
'Misner Branch ' (1) ·
'SR-442 ' (1) ·
'Tomoka River ' (1) ·
'Turnbull Creek ' (1) ·
'US-17/92 ' (1)
'Center Avenue ' (1) ·
'Enterprise Rd. ' (1) ·
'Hull Road ' (1) ·
'I-4 Ramp ' (1) ·
'I-4 WB ' (1) ·
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'Old Daytona Rd ' (1) ·
'Old Dixie Hwy. ' (1) ·
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'SR-40 ' (1) ·
'SR-415 ' (1) ·
'SR-44 ' (1) ·
'SR-472 ' (1) ·
'SR-A1A ' (1) ·
'US-1 NB ' (1) ·
'US-92 WB ' (1)
790021 (1) ·
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'0.1Mi W of Marsh Road ' (1) ·
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'200ft. S of 10th Street ' (1) ·
'A1A-Port Orange Relief ' (1) ·
'At Intersection w LPGA BL' (1) ·
'Enterprise Rd. Over I-4 ' (1) ·
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'I-95 NB over SR-442 ' (1) ·
'I-95 SB - Tomoka R. ' (1) ·
'SR-40 over Middle Haw Cr.' (1) ·
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'SR-415 - Lake Ashby Canal' (1) ·
'SR-44 - Conners Canal ' (1) ·
'SR-44 - Indian River ' (1) ·
'SR-472 over US-17/92 ' (1) ·
'US-1 NB - Turnbull Creek ' (1) ·
'US-92 WB-Tomoka River ' (1)
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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 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 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) ·
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 22 results in range #1 to #22.
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