Drilldown: bridge data
From Indian River Lagoon Project
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'Banana River Relief East' (1) ·
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Indian River ICW (1)
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'MISSION HILL ROAD ' (1) ·
'Old Dixie Hwy. ' (1) ·
'S. LAKE DRIVE ' (1) ·
'SR 707 (Dixie Hwy)' (1) ·
'SR-40 WB ' (1) ·
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'SR-401 SB ' (1) ·
'SR-404 EB ' (1) ·
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'SR-44 ' (1) ·
'SR-46 ' (1) ·
'SR-510 Wabasso Rd ' (1) ·
'SR-A1A ' (1) ·
'SR91 NB TPK 142.2 ' (1) ·
'SW 22ND WAY ' (1) ·
'US-1 ' (1) ·
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'0.2MI EAST OF US-1 (SR-5)' (1) ·
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'0.4 mi S of Addison Drive' (1) ·
'0.7Mi East of US-1 ' (1) ·
'1.2 mi N Broward Cnty ' (1) ·
'1.2MI S PORT ST LUCIE RMP' (1) ·
'1/4Mi W of New Roosevelt ' (1) ·
'100FT E OF SOUTH LAKE DR ' (1) ·
'150 FT E of SW 10TH ST ' (1) ·
'200FT N of NW 22ND STR ' (1) ·
'33FT E OF CR-611 43RD AVE' (1) ·
'A1A-Port Orange Relief ' (1) ·
'AT CR-615 (66TH AVE.) ' (1) ·
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'SR-44 - Indian River ' (1) ·
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'US-1 over Elbow Creek ' (1) ·
'US-1- Eau Gallie River ' (1) ·
'US-192 WB-Indian River ' (1) ·
'US-92 WB-Tomoka River ' (1) ·
'WB SR800.2Mi west of US-1' (1) ·
SR-518 over Indian 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 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) ·
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 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) ·
Bridge is scour critical; bridge foundations determined to be unstable for assessed or calculated scour conditions: Scour within limits of footing or piles. Scour below spread-footing base or pile tips. (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 30 results in range #1 to #30.