Drilldown: bridge data
From Indian River Lagoon Project
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'C. Stanley Weaver Canal ' (1) ·
'CANAL E-4 ' (1) ·
'CR 812 LANTANA RD ' (1) ·
'E-2W Canal ' (1) ·
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'LWDD LATERAL 32 CANAL ' (1) ·
'Northlake Blvd. WB ' (1) ·
'Pine Street ' (1) ·
'Platt Ranch Access Road ' (1) ·
'SOUTH RELIEF CANAL ' (1) ·
'SR-91 (FL TURNPIKE) ' (1) ·
'SR-91 TPK & BOCA RIO RD.' (1) ·
'SR-91 Turnpike ' (1) ·
'SR-91/TPK & BOCA RIO RD.' (1)
'20TH AVENUE ' (1) ·
'Bellevue Avenue ' (1) ·
'CLINT MOORE RD EB ' (1) ·
'CLINT MOORE RD. EB' (1) ·
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'Dunn Avenue ' (1) ·
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'EB Okee. Blvd. ' (1) ·
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'PALMETTO PK RD(EB)' (1) ·
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'SR804 E Ocean Ave.' (1) ·
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'ST LUCIE W BLVD EB' (1) ·
'St. Johns Heritage' (1) ·
'SW 23RD AVE. ' (1) ·
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'2.6 MILES S OF SR-60 ' (1) ·
'2.9 Miles South of US-192' (1) ·
'2MI E of SR-7 US-441 ' (1) ·
'5 mi. N Broward Co. line ' (1) ·
'Atlantic Ave./Fl. Tpk. ' (1) ·
'Bellevue Avenue over I-95' (1) ·
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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 30 results in range #1 to #30.
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