Drilldown: bridge data
From Indian River Lagoon Project
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'C. Stanley Weaver Canal ' (1) ·
'CANAL E-4 ' (1) ·
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'CSX Railroad ' (1) ·
'E-2W Canal ' (1) ·
'G-370 East Inflow Canal ' (1) ·
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'I 95 SR 9 ' (1) ·
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'LWDD E-2E Canal ' (1) ·
'LWDD E-2W CANAL ' (1) ·
'LWDD LATERAL 30 CANAL ' (1) ·
'Northlake Blvd. WB ' (1) ·
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'SR-91 (FL TURNPIKE) ' (1) ·
'SR-91 Turnpike ' (1) ·
'SR-91/TPK & BOCA RIO RD.' (1) ·
'WARNER CREEK ' (1)
'Bellevue Avenue ' (1) ·
'CLINT MOORE RD EB ' (1) ·
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'ST LUCIE W BLVD EB' (1) ·
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'0.1MI W OF BAYSHORE BLVD ' (1) ·
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'5 mi. N Broward Co. line ' (1) ·
'Atlantic Ave./Fl. Tpk. ' (1) ·
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'SR-406 over Indian River ' (1) ·
'SR-472 WB over I-4 ' (1) ·
'SR-528 EB at I-95 ' (1) ·
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'SR-528 WB over Pine St. ' (1) ·
'SR-704 Over SR-91 ' (1)
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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 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)
Showing below up to 32 results in range #1 to #32.
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