Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- definition (254)
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12119 (1) ·
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'Banana River Relief West' (1) ·
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George King Blvd (1) ·
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Sawgrass Creek (1) ·
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St. Johns River (1)
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'SR-528 ' (1) ·
'SR-A1A NB ' (1) ·
'SR519NB(Fiske Blv)' (1) ·
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'US-1 NB ' (1) ·
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Micco Rd. (1) ·
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'2.0Mi. S of Malabar Rd NE' (1) ·
'2.9 Mi East of SR-528 ' (1) ·
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'US-1 NB over Goat Creek ' (1) ·
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1.9MI E of Babcock St. (1) ·
SR-A1A SB- George King (1) ·
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US-192 WB - Sawgrass Cr. (1) ·
US-192 WB- St Johns River (1)
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80555859 (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)
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 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 not over waterway. (1)
Showing below up to 28 results in range #1 to #28.